MATSUMOTO Shinya

Researcher Information

Degree

• Doctor of Engineering（Hiroshima University）
• Master of Engineering（Hiroshima University）

URL

https://archi.hiro.kindai.ac.jp/laboratory/BML/index.html

Research funding number

• 30325154

J-Global ID

• 200901029903418946

Research Areas

• Social infrastructure (civil Engineering, architecture, disaster prevention) / Building structures and materials

Academic & Professional Experience

• 2023/04 - Today  Kindai UniversityFaculty of Engineering Department of ArchitectureProfessor
• 2012/04 - 2022/03  Kindai UniversityFaculty of Engineering Department of ArchitectureAssociate Professor
• 2007/04 - 2012/03  Hiroshima UniversityGraduate School of EngineeringAssistant Professor
• 2000/04 - 2007/03  Hiroshima UniversityFaculty of EngineeringResearch Associate
• 2004/01 - 2004/12  University of Southern California, USACivil EngineeringVisiting Scholar, Ministry of Education, Culture and Science in Japan

Education

• 1997/04 - 2000/03  Hiroshima University  Graduate School of Engineering  D. Eng.
• 1995/04 - 1997/03  Hiroshima University  Graduate Scool of Engineering  M. Eng.
• 1991/04 - 1995/03  Hiroshima University  Faculty of Engineering  B. Eng.

Association Memberships

• Wood Technological Association of Japan   Japan Structural Consultants Association   The Japan Society of Seismic Isolation   JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING   JAPAN CONCRETE INSTITUTE   Consortium for Building Research and Development   THE JAPAN SOCIETY FOR COMPUTATIONAL ENGINEERING AND SCIENCE   ARCHITECTURAL INSTITUTE OF JAPAN   

Published Papers

• TOPOLOGY OPTIMIZATION OF PARTIAL MULTI-LAYER LATTICE SHELL AND SINGLE-LAYER LATTICE SHELL USING CONLIN METHOD

  Ryo FUKUDA; Shinya MATSUMOTO; Masakazu TERAI; Daiji FUJII

  AIJ Journal of Technology and Design Architectural Institute of Japan 30 (74) 100 - 105 1341-9463 2024/02 [Refereed]
  
• ACCUMULATION AND ONE CONSIDERATION FOR MICROTREMOR MEASUREMENT DATA BEFORE REPAIR OF THE FORMER ARMY CLOTHING DEPOT IN HIROSHIMA

  Shinya MATSUMOTO; Takaaki OHKUBO; Yutong Li

  AIJ Journal of Technology and Design Architectural Institute of Japan 29 (73) 1192 - 1197 1341-9463 2023/10 [Refereed]
  
• Effect of Numerous Small Deformations Due to Moderate Earthquakes on Seismic Response of Wooden Houses

  Ryo Inoue; Takuro Mori; Shinya Matsumoto

  Buildings MDPI AG 13 (4) 1062 - 1062 2023/04 [Refereed]
   

  In order to confirm the effect of multiple moderate earthquakes on the response deformation of wooden houses at the time of a major earthquake, an earthquake response analysis, considering performance deterioration due to repeated small deformations, was conducted. As a result, it was found that the effect of multiple moderate earthquakes on the mean response deformation during a major earthquake was small. On the other hand, in some cases, the response deformation was up to 1.2 times larger than that of the sound case. In the case of a house where the response deformation was near the criteria of continuous use and/or collapse, the influence of the response magnification was large. This shows the importance of giving higher seismic performance compared to the standard. The response deformation during repeated medium earthquakes may increase for houses with considerably low seismic performance. However, for the houses that meet current standards, little to no increase in response deformation was seen.
• EFFECT OF SMALL DEFORMATION DUE TO MODERATE EARTHQUAKES ON THE SHEAR PERFORMANCE OF SHEAR RESISTING WALL

  Ryo Inoue; Takuro Mori; Shinya Matsumoto

  World Conference on Timber Engineering (WCTE 2023) World Conference on Timber Engineering (WCTE 2023) 2023
• Effect of numerous small deformations caused by moderate earthquakes on shear performance of wooden walls

  Ryo Inoue; Takuro Mori; Shinya Matsumoto

  Construction and Building Materials Elsevier BV 364 130016 - 130016 0950-0618 2023/01 [Refereed]
   

  To confirm how repeated small deformations caused by moderate earthquakes during the use period of a wooden house affect the shear resisting wall, in-plane shear experiments with numerous small deformations on walls using plywood, gypsum board, and wooden braces were conducted. Even with small deformations, it was found that the load decreased, and the equivalent stiffness decreased because of the repetition of the same deformation for plywood and gypsum board wall. At 200 times repetitions of 1/450 rad, the load decreased to about 85 % for the plywood wall and 70 % for the gypsum board wall. The load reduction due to repeated deformation of gypsum board wall was larger than that of other walls. However, the characteristic values were not significantly affected, even if the wall received repeated small deformations.
• Evaluation of single shear performance of nailed joint damaged by cyclic deformation due to moderate earthquakes

  Ryo Inoue; Takuro Mori; Ayano Ariki; Shinya Matsumoto

  Construction and Building Materials Elsevier BV 342 128044 - 128044 0950-0618 2022/08 [Refereed]
   

  A single face shear experiment with numerous small deformations of the nailed joint was performed on plywood, OSB, MDF, and gypsum board to confirm whether cyclic deformations caused by moderate earthquakes affect the shear resisting wall of a wooden house. As a result, it was found that the maximum load and yield load are not significantly affected even when repeatedly small deformed. The reduction ratio of the load of gypsum boards was higher than that of other boards due to repeated deformation. Additionally, the equivalent stiffness of repeated specimens was reduced accordingly. It was supposed that the equivalent stiffness of the shear resisting wall decreases when it is repeatedly deformed.
• Reinforced Effect on Brick Wall Using Timber Wall as a Retrofitting Method

  Ariunaa Ganbaatar; Takuro Mori; Shinya Matsumoto; Ryo Inoue

  Buildings MDPI AG 12 (7) 978 - 978 2022/07 [Refereed]
   

  The purpose of this study is to utilize timber material to enhance the in-plane shear strength and deformation capacity of a brick wall. The proposed strengthening method is light-weight and easy to assemble and includes a timber frame, plywood panel, M12 threaded rod with chemical epoxy, and the hold-down anchor. To evaluate the effectiveness of the reinforced brick wall, three walls were tested under a cyclic horizontal load and static compression stress: the brick wall (BW wall), the reinforced brick wall with timber (BW-T wall), and the reinforced brick wall with timber and the hold-down anchor (BW-TA wall). The proposed prediction method of the Kamiya and Inayama Murakami models assessed the BW-TA wall. The rocking was caused by the failure of BW and BW-T walls. However, because the BW-T wall failed in the lowest part of the wall, the timber part retained the original shape of the brick wall. When the diagonal on the BW-TA wall failed, the horizontal load at maximum load increased by 22%, and the drift angle calculated from the diagonal measurement increased 4.6 times.
• 3-DIMENSIONAL MEASUREMENT OF EXISTING BUILDINGS AND SIGNIFICANT DATA EXTRACTION METHOD FROM MEASURED POINT CLOUD

  Yangyang LI; Ken’ichi KAWAGUCHI; Yosuke NAKASO; Atsushi MUTOH; Shinya MATSUMOTO

  AIJ Journal of Technology and Design Architectural Institute of Japan 28 (68) 133 - 138 1341-9463 2022/02 [Refereed]
   

  Extraction of significant data and data reduction are desired in the 3D measurement of existing buildings. In this research, two methods were applied to interpolate and thin out the point clouds. One is the weighted least squares method which can create a surface that is not affected by outliers. The other is the simple shape extraction method using principal component analysis. This method is suitable for point clouds of directional members such as columns.
• STUDY ON NON-BRACED CEILING STRUCTURE USING LIGHTWEIGHT SQUARE STEEL PIPE

  Shinya MATSUMOTO; Masafumi SATO; Shigeki KOTOOKA; Youichi HAYASAKI; Makoto KOMORIYA

  Journal of Structural Engineering B Architectural Institute of Japan 68B 114 - 126 0910-8033 2022 [Refereed]
   

  The ceiling structure is required to have a rational construction method to avoid interference with equipment. In this study, we propose a non-braced ceiling structure that does not cause interference between the ceiling material and the equipment. At this time, the proposed ceiling structure uses moment resistance joining using lightweight square steel pipes. In this study, these ceiling structures are called "framed ceiling". First of all, we report on the results of the materialtensile test of the steel materials used for the ceiling structure. Next, a static loading test was conducted to grasp the mechanical characteristics of the ceiling structure. In this paper, we report the results of these tests.
• ESO法を用いた部分的複層ラチスシェルの形態創生に関する研究

  水谷友香; 松本慎也; 小野聡子; 藤井大地

  構造工学論文集 67 183 - 188 2021/04 [Refereed]
  
• COMPUTATIONAL MORPHOGENESIS OF CONTINUUM SHELL STRUCTURES USING IESO METHOD

  Koichi KAMIMURA; Masatoshi MANABE; Shinya MATSUMOTO; Daiji FUJII

  Journal of Structural and Construction Engineering (Transactions of AIJ) Architectural Institute of Japan 83 (745) 459 - 465 1340-4202 2018 [Refereed]
  
• Optimization of placement of response control damper on plane of high-rise building structure using ESO method

  Masataka Nomura; Shinya Matsumoto; Yoshihiro Sakino; Daiji Fujii

  Journal of Structural and Construction Engineering Architectural Institute of Japan 82 (742) 1885 - 1891 1881-8153 2017/12 [Refereed]
   

  Recently, response control dampers are used to improve seismic response of high-rise building. In general, it is required to arrange the dampers efficiently on the plane of high-rise building structure. However, it is not easy to obtain the optimal placement of the dampers, because the damper’s performance depends on the dynamic behavior. Therefore, in this paper, a method to obtain an optimal placement of the response control dampers on the plane of high-rise building structure is proposed. In the present method, first, the dampers are placed on all possible places in the frame structure, and then the dampers are gradually removed by Evolutionary Structural Optimization (ESO) method. The accumulated damping energy of the damper is used to determine the removal order. The effectiveness of the present method is verified by comparison with general placement plans.
• Computational morphogenesis of building structures using IESO method: Application to façade design

  Mizuki Maruyama; Shinya Matsumoto; Daiji Fujii

  Journal of Structural and Construction Engineering Architectural Institute of Japan 82 (739) 1383 - 1389 1881-8153 2017/09 [Refereed]
   

  In this paper, we focus on façade design of buildings used prefabricated walls, and we propose a method to design the prefabricated wall using topology optimization method. In this method, artificial design elements are added to the topology optimization method. In this paper, 2-axis symmetry and continuous pattern are adopted as the artificial design elements. Improved ESO (ESO) method is used for the topology optimization method. ESO method is improvement of initial ESO method, and in this method, benefits of BESO, Extended ESO, and CA-ESO methods are combined. In this paper, several numerical examples of computational morphogenesis of prefabricated walls are shown in order to verify the application possibility of the proposed method to the façade design of buildings used prefabricated walls.
• Computational morphogenesis of building structures using ieso method: Natural shape of buildings which resist vertical and seismic load

  Yohei Niiuchi; Shinya Matsumoto; Daiji Fujii

  Journal of Structural and Construction Engineering Architectural Institute of Japan 82 (731) 97 - 103 1881-8153 2017/01 [Refereed]
   

  Biomimetic technology (biomimetics) has recently attracted a great deal of attention in engineering field. Also, in architecture field, as represented by shell structure, biomimetics has been used for a long time. In recent years, the buildings which floors are supported by the structure such as trees or seaweeds have been built (Tod's Omotesando Building, Sendai Mediatheque). On the other hand, it is conceivable that the topology optimization can be used for biomimetics in architecture field, because it has been observed that the shape obtained by the topology optimization is relatively close to the natural form. Therefore, in this paper, several numerical examples of computational morphogenesis of building structures using IESO (Improved Evolutionary Structural Optimization) method3) are shown in order to verify the application possibility of the proposed method to the biomimetics. In IESO method, the design domain is divided in same eight-node brick elements (voxels), and in the optimization process, for solid element, it will be removed if the sensitivity number10) is less than the threshold value. This threshold value is obtained from the equation proposed in extended ESO12,13). This equation consists of the mean value of sensitivity number and the average deviation of sensitivity number with a control parameter. In the proposed method, the evolutionary volume ratio (reduction ratio) is given as an input data, and this control parameter is determined automatically in the program so as to satisfy the given reduction ratio approximately. Furthermore, in this paper, finishing algorithm is added to IESO. In this algorithm, first, the converged solution obtained by IESO is input, and then, the elements about 5% of the total elements of design domain are added according to the rule of CA method. Specifically, in order from the element which the sensitivity number is the greatest, the elements of the von Neumann neighborhood are added, and if the number of additional elements is greater than 5% of the total elements of design domain, this program is ended. Finally, the calculation of IESO is executed again with the smaller reduction ratio than the initial analysis (about 1/5∼1/10). Several numerical examples have been shown in order to demonstrate the effectiveness of the proposed method, and the effectiveness for the application to the biomimetics. By the numerical example which is used for design competition for a new train station for Florence (Fig.3), it is shown that natural and simple topology can be obtained by IESO (Fig.4), and it is also shown that if the finishing algorithm is added to IESO, the compliance of the solution obtained by IESO is less than CA-ESO (Fig.5∼8). (It was shown in the previous paper3) that the compliance of the solution obtained by SIMP is greater than CA-ESO.) In the next numerical examples, the structural morphologies which support the single or multi flat slab from various base support points is generated using IESO (Fig.9∼18). From these examples, it is shown that the structural morphologies like natural trees can be generated by IESO. It is concluded from these examples that IESO is one method which can be used for applying biomimetics to the building design.
• Application of wireless measurement system on buildings before and after seismic retrofitting

  Liang Li; Shinya Matsumoto; Takaaki Ohkubo

  AIJ Journal of Technology and Design Architectural Institute of Japan 22 (51) 435 - 833 1881-8188 2016/06 [Refereed]
   

  The vibration characteristics of structures have been considered to be one of the important evaluation indices to clarify the seismic performance. This paper presented the results that were obtained from the ambient vibration of three existing school buildings before and after measurements of seismic retrofitting using a wireless measurement system. Results and comparisons between the modal parameters, first natural periods and story stiffness obtained by the before and after measurements of seismic retrofitting demonstrated that the measurement and data processing techniques used are valid for evaluating the seismic retrofitting works.
• Application of ambient vibration tests on an existing school building to evaluate the effectiveness of retrofitting

  Liang Li; Takaaki Ohkubo; Atsushi Teramoto; Shinya Matsumoto

  CIVIL ENGINEERING AND URBAN PLANNING IV CRC PRESS-TAYLOR & FRANCIS GROUP 367 - 371 2016 [Refereed]
   

  The vibration characteristics of structures have been considered to be one of the important evaluation indices to clarify the seismic performance. This paper presented the results that were obtained from the ambient vibration of an existing school building before and after measurements of seismic retrofitting using a wireless measurement system. Results and comparisons between the modal parameters, natural periods and displacements obtained by the before and after measurements of seismic retrofitting demonstrated that the measurement and data processing techniques used are valid for evaluating the seismic retrofitting works. Furthermore, to improve the reliability of this approach, a comparison of story rigidity between the measurement results and design documents was conducted. It is shown that this technique has high accuracy and usefulness.
• Topology optimization of frame structures using ESO method and ground structure method

  Eenji Kosaka; Shinya Matsumoto; Daiji Fujii

  Journal of Structural and Construction Engineering Architectural Institute of Japan 81 (721) 547 - 553 1881-8153 2016 [Refereed]
   

  In this paper, a simple method for topology optimization of frame structures is proposed. In this method. ESO (Evolutionary Structural Optimization) method is applied to ground structure method. An exact optimal solution may not be obtained by ESO method because it is a heuristic method. However, the approximate solution useful for structural design can be obtained by this method. In the proposed method, the ground structure is generated by connecting all nodes by beam elements (but it is possible to limit the maximum length of the elements, and it is also possible to remove the unnecessary elements), and in the optimization process, the elements with the lowest strain energy are deleted based 011 ESO method. In order to demonstrate the effectiveness of the proposed method, in several numerical examples, the solutions obtained by the proposed method in compared with the solutions obtained by the density approach method (mathematical programming).
• Topology optimization of 3D structures using improved ESO method

  Yohei Niiuchi; Shinya Matsumoto; Daiji Fujii

  Journal of Structural and Construction Engineering Architectural Institute of Japan 81 (723) 851 - 858 1881-8153 2016 [Refereed]
   

  In this paper, an improved ESO (Evolutionary Structural Optimization) method for the topology optimization of 3D structures is proposed. In the proposed method, the idea of BESO method and the idea of extended ESO method are combined. In this method, the design domain is divided in same eight-node brick elements (voxels), and in the optimization process, for solid element, it will be removed if the strain energy is less than the threshold value. This threshold value is obtained from the equation proposed in extended ESO. This equation consists of the mean value of sensitivity number and the average deviation of sensitivity number with a control parameter. In the proposed method, the evolutionary volume ratio (reduction ratio) is given as input data, and this control parameter is determined automatically in the program so as to satisfy the given reduction ratio approximately. Several numerical examples are shown in order to demonstrate the effectiveness of the proposed method for 3D structures.
• 常時微動計測による道路橋床板の振動モードの推定と新設高架橋の初期値計測

  李亮; 松本慎也; 大久保孝昭; 米倉亜州夫

  コンクリート工学年次論文集 37 (1) 1837 - 1842 2015/07 [Refereed]
  
• 無線加速度センサを用いた振動計測システムの老朽橋梁への適用と有効性

  李亮; 大久保孝昭; 松本慎也; 宮本文穂

  コンクリート工学年次論文集 36 (2) 1309 - 1314 2014/07 [Refereed]
  
• MEMS技術を活用した寺院建築の振動計測に関する研究

  松本 慎也; 光井 周平; 大久保 孝昭; 藤谷 義信

  歴史都市防災論文集 7 109 - 116 2013/07 [Refereed]
  
• A study on influence the construction time of year affects the cracks of plastering mortar restrained by concrete

  Takaaki Ohkubo; Takashi Inohara; Shinya Matsumoto

  Journal of Structural and Construction Engineering 77 (673) 333 - 340 1340-4202 2012/03 [Refereed]
   

  The purpose of this research is reducing the cracks produced in the plastering mortar that has contraction restrained by ground concrete about the outer wall and floor component of reinforced concrete buildings. It tried to evaluate the relation between the construction time of plastering mortar and the small crack produced on the mortar surface by this paper. The examination object which finished in the middle of the month every month of one year, and constructed mortar was exposed to the outdoors and indoor using the small concrete with plastering mortar specimens, and the generating situation of a crack was observed. Consequently, it was experimentally shown clearly that small cracks become easy to produce the time when temperature falls in one month after the mortar plastering.
• Seismic strengthening for braced frame structure of existing wooden houses using ultraviolet rayed-hardening FRP: Development of seismic strengthening method for existing wooden houses (part 1)

  Shinya Matsumoto; Takaaki Ohkubo; Yasuaki Watanabe

  Journal of Structural and Construction Engineering 77 (672) 221 - 230 1340-4202 2012/02 [Refereed]
   

  The purpose of this study is to develop the new seismic strengthening method of existing wooden houses. In this study, the fiber reinforced plastics (FRP) are used as the reinforcement material. This FRP hardens by irradiating the ultraviolet ray. In this study, we develop a good workability seismic strengthening method for existing wooden houses by using this FRP sheet. As a result, we were able to develop the new reinforcement design for the braced frame structural wall of the element ultimate strength (the wall ultimate strength factor) as over 4.0(kN/m) which was target value in this study.
• Development of a simple system of seismic diagnosis using potable wireless accelerometer and impact force - Evaluation in experiment wooden house

  Shinya Matsumoto; Eiji Motokawa; Daiji Fujii; Kazuhiko Ohta; Suenori Arinaga; Takaaki Ohkubo

  AIJ Journal of Technology and Design Architectural Institute of Japan 16 (34) 1187 - 1192 1341-9463 2010/10 [Refereed]
   

  In this study, a simple system of seismic diagnosis is developed. In this system, potable accelerometer and impact force are used. The potable accelerometer was developed by Matsuura and Ohkubo. It is possible to measure vibration easily, because it dose not need wiring and it is compact. The impact force is used to vibrate wooden house. It can be given by human power, but in this study a vibration exciter is made in order to evaluate the present system precisely. The proposed system is evaluated by measuring the natural period and the damping factor of the experiment wooden house in Kinki University.
• Dynamic characteristics of precast concrete wall buildings

  Hideo Araki; Shinya Matsumoto

  AIJ Journal of Technology and Design 日本建築学会 16 (32) 63 - 68 1341-9463 2010/02 [Refereed]
   

  This report presents the dynamic characteristics of two buildings of which structural systems consist of pre-cast concrete walls, connecting to reinforced concrete beams with bolts. One of the buildings was constructed 13 years ago and the other was newly constructed at the same site. Two buildings have approximately same dimensions. Array observations are done with seismometers in the buildings and the ground. Stiffness degradations by moderate earthquake were investigated in comparisons with dynamic properties of two buildings.
• Crack prediction analysis for drying shrinkage of wet finishing plastering materials on the external wall

  Shinya Matsumoto; Takaaki Ohkubo

  Journal of Structural and Construction Engineering 日本建築学会 75 (648) 241 - 249 1340-4202 2010/02 [Refereed]
   

  In this paper, it is shown that a crack prediction analysis for drying shrinkage of wet finishing plastering materials on the external wall. In this analysis, the drying shrinkage strain in the mortar is determined by proposal measurement procedure for the age. The internal stress in the finishing mortar is analyzed by finite element method based on the plane stress problem for the drying shrinkage strain derived from experimental measurement. We illustrate the method which predicts the crack generation point and time in finishing mortar. This present method is formulated by two-dimensional finite element method to apply the crack prediction for the opening on wall corners. The effectiveness of present method is verified by comparing the numerical results with the experimental tests. We investigate analytically the typical characteristics of the drying shrinkage of the external wall using wet finishing plastering material by numerical studies.
• Development and simulation on shipment and acceptance management system for PCa member using RFID

  松本 慎也; 大久保 孝昭; 官丸 史江; 中島 史郎

  Proceedings of the Japan Concrete Institute 公益社団法人日本コンクリート工学会 30 (2) 229 - 234 1347-7560 2008/07 [Refereed]
   

  本研究は,建築生産を合理化・高度化するためにRFID技術(無線ICタグ)を活用することを検討するものである。建築生産の現場においては,システム構築において現場で用いるツール機器の選定が重要となる。本研究では,Personal Data Assistance(PDA)を用いた,PCaコンクリート部材の出荷・受入検査を対象としたシステムを構築し,その検討を行った。このPDAシステムを用いたシミュレーション実験を行った結果を報告するとともに,今後のシステム開発に有用となる建築生産実務者の意見を纏めた。
• Physical and dynamic properties of the concrete at seventy years age which had suffered from atomic bombing in hiroshima

  Takaaki Ohkubo; Shinya Matsumoto; Yasuhiro Ryuda; Daisuke Sawaki

  Journal of Structural and Construction Engineering 一般社団法人日本建築学会 73 (623) 27 - 34 1340-4202 2008/01 [Refereed]
   

  The purpose of the experiments in this paper is to clarify the physical and dynamic properties of the concrete at seventy years age which was suffered from atomic bombing at 1945 in Hiroshima The compressive strength and Young's modulus of the concrete by the side of an atomic bombed place showed the value lower than the other concrete specimens. The coefficient of water absorption of the concrete was very high and it became clear that there was almost no freeze dissolution resistance. And neutralization of concrete was progressing very unusually. Moreover, as concerns the concrete by the side of an atomic bombed place, neutralization from the outdoors side was higher than that of inner side. It is considered to have influenced the above-mentioned examination result greatly that especially concrete temperature rose in 500 degrees C - 750 degrees C . The necessity for performing carefully the maintenance of the RC building which was suffered from atomic bombing was shown by this research.
• INFLUENCE ON LONG-TERM AXIAL COLUMN FORCE UPON SHEAR FORCE-DISPLACEMENT CURVE OF SHEATHED SHEAR WALLS UNDER IN-PLANE SHEAR TEST

  藤井雅也; 松本慎也; 村上雅英; 杉本敏和; 井上隆二; 完山利行; 小松幸平

  日本建築学会構造系論文集 一般社団法人日本建築学会 72 (619) 105 - 110 1340-4202 2007/09 [Refereed]
   

  The general influence of long term load upon shear behavior of nailed shear walls was confirmed in in-plane shear test of the shear walls in which the devices to measure the axial force acting on the bottom reinforcements were installed. The 24 experimental parameters are decided by the combination of presence of nailing on sill through sheet, connection types between columns and sill, and the several magnitude of long term loads. The formulae to calculate the shear resistance corresponding to the apparent shear strain of 1/120 rad. and the maximum shear resistance were derived considering the influence of long term load. The formulae were experimentally examined for their validity.
• STUDY ON ANALYTICAL MODEL OF WOODEN STRUCTURES WITH SHEATHED SHEAR WALLS

  松本慎也; 村上雅英; 稲山正弘; 藤谷義信

  日本建築学会構造系論文集 一般社団法人日本建築学会 72 (617) 103 - 110 1340-4202 2007/07 [Refereed]
   

  In this paper, and analytical model of wooden structures with the sheathed shear walls is shown. In this model, the stretching rigidity of the plywood is assumed a rigid body. Therefore, the degree of freedom can be reduced. This analysis method can analyze walls with random nailing arrangement. And, it is possible to handle multiple walls. The advantage of this method is to simple consider the sheathed shear wall for existing frame analysis program. The effectiveness of this analytical method is verified by comparing with the experimental result and we investigate the mechanical characteristics of the sheathed shear walls numerically.
• 外気環境変化に伴うモルタル仕上げコンクリート壁面内の温冷ムーブメントに関する基礎研究

  根本かおり; 松本慎也; 佐藤大輔; 大久保孝昭

  コンクリート工学年次論文集 日本コンクリート工学協会 29 (1) 861 - 866 1347-7560 2007/07 [Refereed]
   

  本研究は左官モルタル仕上げを施したコンクリート壁面において,外気環境に伴う温冷ムーブメントが左官モルタルとコンクリートとの間の剥離発生に及ぼす影響を評価することを目的として実施した。実験は試験体の置かれた外気環境を変化させ,試験体内部の温度分布の経時変化を測定し,温度分布の変化を測定した。また,解析ではFEMによる熱伝導解析が試験体内部の温度変化や温度分布を精度良く算定できることを示した。さらに,弾性解析により左官モルタルとコンクリートとの層間に生じる応力を算定し,外気温が急激に低下するときに剥離が発生しやすいことを明かにした。
• A Trial Experiment on the Applying Technologies of RFID to the Precast Concrete Members Construction

  MATSUMOTO Shinya; OHKUBO Takaaki; MORI Tatsuya; KOYAMA Itaru

  Proceedings of the Japan Concrete Institute 公益社団法人日本コンクリート工学会 29 (2) 253 - 258 1347-7560 2007/07 [Refereed]
   

  本研究は,建築生産を合理化・高度化するためにRFID技術(無線ICタグ)を活用することを検討するものである。建築施工において,筆者らは建築材料・部材の出荷・受入検査工程での利用が,RFII)技術の有効活用方策の一つと考えている。本報告では,PCaコンクリート部材の出荷・受入検査におけるRFID技術の有効活用方策のための業務フローを提案し,シミュレーション実験を行った結果を報告する。今後の活用のためにシミュレーション結果に関する建築生産実務家の意見を纏めるとともに,PCaコンクリート部材に対する読込み・書込みに関する無線透過性の実験結果も併せて示している。
• Fundamental study on a thermal movement of mortal finish onto concrete wall with temperature change

  根本 かおり; 松本 慎也; 佐藤 大輔; 大久保 孝昭

  Proceedings of the Japan Concrete Institute 公益社団法人日本コンクリート工学会 29 (1) 861 - 866 1347-7560 2007/07 [Refereed]
   

  本研究は左官モルタル仕上げを施したコンクリート壁面において,外気環境に伴う温冷ムーブメントが左官モルタルとコンクリートとの間の剥離発生に及ぼす影響を評価することを目的として実施した。実験は試験体の置かれた外気環境を変化させ,試験体内部の温度分布の経時変化を測定し,温度分布の変化を測定した。また,解析ではFEMによる熱伝導解析が試験体内部の温度変化や温度分布を精度良く算定できることを示した。さらに,弾性解析により左官モルタルとコンクリートとの層間に生じる応力を算定し,外気温が急激に低下するときに剥離が発生しやすいことを明かにした。
• INFLUENCE OF THE INITIAL CURING CONDITION TO GIVE THE ADHESION UNITY OF CONCRETE AND FINISHING MORTAR

  根本かおり; 眞方山美穂; 大久保孝昭; 松本慎也

  日本建築学会構造系論文集 一般社団法人日本建築学会 72 (613) 7 - 14 1340-4202 2007/03 [Refereed]
   

  This experimental study aimed to clarify some influence of several initial curing conditions to give the adhesion unity of concrete and finishing mortar. In this experiment, the initial curing conditions were set six types of environment conditions. The six types of environment were standard curing, wind and standard curing, hot and wet curing, freeze and dry curing, hot and moisture curing, and, freeze fusion repetitions curing. Each initial curing gave for finishing mortar when it applied on concrete specimens. After each initial curing finished, these each specimen was burdened two severe environments which were sunshine sprinkling repetitions or freeze fusion repetitions. And then, these specimens were measured distortion and change of adhesive strength occurred to them.
• Optimum Design for Steel Frame Structure with Elasto-plastic Strain Energy as Object Function

  藤原亮二; 松本慎也; 藤谷義信

  鋼構造年次論文報告集 11 345 - 350 1881-5367 2003/11 [Refereed]
  
• Study on Optimum Analysis of Steel Framed Structures Considering Load-carrying Capacity

  ZHANG J; 松本慎也; 藤谷義信; 春日康博

  鋼構造年次論文報告集 11 333 - 338 1881-5367 2003/11 [Refereed]
  
• DEVELOPMENT OF SLAB INCLUDING L-SHAPED VOID(Structures)

  NITTA Kitao; IKEDA Hideki; SAKATA Norihiko; TAKAYAMA Naoyuki; MATSUMOTO Shinya; FUJITANI Yoshinobu

  Journal of architecture and building science 一般社団法人日本建築学会 17 (17) 141 - 145 1341-9463 2003/06 [Refereed]
   

  This is a technical report for the development of slab including L-shaped void, which is compensating the faults by not only 1 way void slab but also 2 way one. In this study, we report the primary rigidity, yielding rigidity, and the shape of crack in this loading condition. This construction has two characteristics. One is mitigating the degree of anisotropy by using the slab with L-shaped void tube. Two is simplifying the design for slabs by regularly arranging the unit of tube.
• SEISMIC RESPONSE ANALYSIS OF JAPANESE TRADITIONAL WOODEN STRUCTURES.

  松本慎也; 藤谷義信; 野島千里; 岩佐裕一; 樫原健一

  構造工学論文集 B 一般社団法人日本建築学会 49B 251 - 257 0910-8033 2003/03 [Refereed]
   

  Wooden structures have been used in Japanese temples and shrines from the ancient. But the mechanical behaviors of these structures are not clear because of complexity of the construction method and the anisotropy of woods. Today, it is important to clarify the structural mechanism of the construction method of these Japanese tradition wooden structures so as to establish the preservation and repair technique of cultural assets. The purpose of this study is to construct the frame analysis method for easily obtaining the complicated mechanical characteristic of wooden structures by frame analysis. In this paper, the seismic response analysis of Japanese traditional wooden structures using the spring element is shown.
• Optimal Design of the Steel Framed Structure by Limit Strength Method.

  ZHANG J; 松本慎也; 藤谷義信

  鋼構造年次論文報告集 9 213 - 218 1881-5367 2001/11 [Refereed]
  
• Comparison of Maximum Strength Problem and Minimum Weight Problem for Framed Structure Using Plastic Hinge Method.

  藤原亮二; 松本慎也; 藤谷義信

  構造工学論文集 B 一般社団法人日本建築学会 47B 21 - 24 0910-8033 2001/03 [Refereed]
   

  The optimaization of a frame structure subject to a elasto-plastic deformation is presented until the building comes to a collapse in order to ensure the safety of the building for the large earthquake. In this paper, Two the mathematical programming method is based on total volume and ultimate strength of a frame structure. We investigate the validity of these optimized design variables and collapse mode by numerical examples with two formulations that replaced constraint with objective function.
• THE MODELING OF COLUMN ROCKING RESISTANCE IN JAPANECE TRADITIONAL WOODEN STRUCTURE

  MATSUMOTO Shinya; NOJIMA Chisato; IWASA Yuichi; KATAGIHARA Kenichi; FUJITANI Yoshinobu

  Journal of structural engineering. B 一般社団法人日本建築学会 Vol.47B 75 - 78 0910-8033 2001/03 [Refereed]
   

  Wooden structures have been used in Japanese temples and shrines from the ancient. But the mechanical behaviors of these structures are not clear because of complexity of the construction method and the anisotropy of woods. Today, it is important to clarify the structural mechanism of the construction method of thesis Japanese tradition wooden structures, when saving and repair technique of cultural assets are established. Therefore the analysis is desired that efficiently calculates these factors. The purpose of this study is to construct the frame analysis method for easily obtaining the complicated mechanical characteristic of wooden structures by frame analysis. In this paper, it is shown that the modeling of column rocking resistance in Japanese traditional wooden structures for frame analysis using the spring element.
• Optimal Design of Steel Frames for Maximization of Ultimate Strength.

  藤原亮二; 松本慎也; 藤谷義信

  鋼構造年次論文報告集 8 373 - 378 1881-5367 2000/11 [Refereed]
  
• Topology optimization of frame structure using the ground structure approach.

  藤井大地; 松本慎也; 藤谷義信; 菊池昇

  構造工学論文集 B Architectural Institute of Japan 46B 1 - 8 0910-8033 2000/03 [Refereed]
   

  In this paper, a topology optimization method of frame structure using the ground structure approach is shown. In this method, the finite element with the spring for bending in both edges, is used. By using this element, it is possible to analyze rigid frame, truss, and semi-rigid frame. In the ground structure approach for topology design, the problem which minimizes the compliance (maximizes the stiffness) for a given total mass of the structure is solved. In this paper, the SLP method with move limit is used to solve this optimization problem, and the method for removing the members which have relatively small cross section from the optimum solution is shown. The effectiveness of this method is demonstrated by some numerical examples.
• MINIMUM COST ANALYSIS OF SEMI-RIGIDLY CONNECTED STEEL FRAMES CONSIDERING COST OF JOINTS

  MATSUMOTO Shinya; KASUGA Yasuhiro; FUJII Daiji; FUJITANI Yoshinobu

  Journal of structural and construction engineering 一般社団法人日本建築学会 65 (528) 113 - 119 1881-8153 2000/02 [Refereed]
   

  In this paper, an analysis method by computers based on optimum design of frames with semi-rigid connection is shown. This method evaluates the connection stiffness and the member sizes as design variables. The discrete member sizes are evaluated by referring to the database system as continuous function. The optimization algorithm minimizes the cost of not only members but also the connections of the structure subjected to constraints on stresses and displacements under specified design loads. Four examples are presented to illustrate features of this optimization method.
• Basic Study for Mechanical Behaviors of Beam Model with Deformable Joint in Steel Building Structures.

  松本慎也; 平田裕一; 藤井大地; 藤谷義信

  鋼構造年次論文報告集 7 419 - 426 1881-5367 1999/11 [Refereed]
  
• (31)An Example of Local Solutions in Minimum Weight Design of Steel Frames

  MATSUMOTO Shinya; ARAI Hiroshi; KASUGA Yasuhiro; HIRATA Yuichi; YAMAMOTO Kenji; FUJII Daiji; FUJITANI Yoshinobu

  Journal of structural engineering. B 一般社団法人日本建築学会 45 249 - 258 0910-8033 1999/03 [Refereed]
   

  In this paper, the method of the optimal design for plane steel frame structures is presented. The sectional areas are automatically selected so as to be a minimum weight frame under the restraint conditions of the limited angle between the layers and the allowable stress in the composed members. In the present method, the sensitivity coefficients are numerically calculated by the finite difference method and the actual members on the market are selected by using the error functions between the obtained numerical solution and the discrete actual sectional properties of members. The interesting optimal solutions, which have the three local solutions, are obtained in an example of the plane steel frame with 5 floors and 3 spans.
• Elasto-Plastic Earthquake Response Analysis of Frame Structure with Semi-rigid Connections.

  松本慎也; 藤井大地; 藤谷義信

  鋼構造年次論文報告集 4 339 - 346 1881-5367 1996/11 [Refereed]
  

Books etc

• Excelで解く構造力学 最適設計偏

  藤井, 大地; 松本, 慎也 丸善出版 2023/11 9784621308608 vi, 235p
• Excelで解く構造力学 振動解析編

  藤井, 大地; 松本, 慎也 (Joint work)丸善出版 2023/04 9784621308035 viii, 234p
• Excelで解く構造力学 ３次元解析編

  藤井, 大地; 松本, 慎也 丸善出版 2022/10 9784621307489 vi, 233p
• Excelで解く構造力学 第２版

  藤井, 大地; 松本, 慎也 (Joint work)丸善出版 2021/12 9784621306833 vii, 235p
• 構造最適化の最近の発展と設計への応用事例

  日本建築学会 (Contributor第4章，第8章)日本建築学会,丸善出版 (発売) 2020/05 9784818906587 247p, 図版 [1] p
• 建築構造設計・解析入門 : Fortran解析プログラム付

  藤井, 大地; 松本, 慎也 丸善出版 2017/08 9784621301876 ix, 177p
• これだけ!構造力学

  松本, 慎也 (Single work)秀和システム 2015/03 9784798043463 207p
• 木質構造基礎理論 = Fundamental theory of timber engineering

  日本建築学会 (Contributor第11章)日本建築学会,丸善 (発売) 2010/12 9784818905986 340p
• 応用力学シリーズ11 最近の建築構造解析理論の基礎と応用

  第4章,第5章 (Contributor)丸善株式会社・日本建築学会 2004/05 4818905550
• 図解入門よくわかる構造力学の基本 (How‐nual Visual Guide Book)

  松本 慎也 (Single work)秀和システム 2003/11 4798006491 237
• 建築構造物の創造的数理設計手法の展望 (応用力学シリーズ)

  日本建築学会 (Contributor第4章)日本建築学会 2002/11 4818905399 188
• 2000年鳥取県西部地震災害調査報告・2001年芸予地震災害調査報告

  日本建築学会 (Contributor)日本建築学会 2001/10 4818920274 384

Conference Activities & Talks

• EVALUATION OF SINGLE SHEAR PERFORMANCE OF NAILED JOINT DAMAGED BY CYCLIC DEFORMATION DUE TO MODERATE EARTHQUAKES

  Ryo Inoue; Takuro Mori; Ayano Ariki; Shinya Matsumoto

  WCTE World Conference on Timber Engineering 2021, Santiago, Chile  2021/08
• Topology Optimization of Free Formed Shells using Improved ESO  [Not invited]

  Koki OTANI; Koichi KAMIMURA; Shinya MATSUMOTO; Daiji FUJII

  Proceedings of the IASS Annual Symposium 2019, Barcelona, Spain  2019/10
• Study on structural form creation using HMPS method and CA-IESO method  [Not invited]

  Yuto Otsubo; Daiji Fujii; Shinya Matsumoto

  Proceedings of the 12th ISAIA, Oct 23-26, 2018, Pyeongchang, Korea  2018/10
• Topology optimization of shell structures using Improved ESO method  [Not invited]

  Koichi Kamimura; Shinya Matsumoto; Daiji Fujii

  Proceedings of the 12th ISAIA, Oct 23-26, 2018, Pyeongchang, Korea  2018/10
• Building design using topology optimization method  [Not invited]

  Momoko Watanabe; Shinya Matsumoto; Daiji Fujii

  Proceedings of the IASS Annual Symposium 2017, Hanburg  2017/09
• Topology optimization of 3D structures using Hamiltonian MPS method and Improved ESO method  [Not invited]

  Masaki Yamashita; Masatoshi Manabe; Shinya Matsumoto; Daiji Fujii

  Proceedings of the IASS Annual Symposium 2017, Hanburg  2017/09
• Computational morphogenesis of continuum shell structures using Improved ESO method  [Not invited]

  Koichi Kamimura; Shinya Matsumoto; Daiji Fujii

  Proceedings of the IASS Annual Symposium 2017, Hanburg  2017/09
• SCISSORING ORIGAMI INSPIRED DEPLOYABLE BRIDGE FOR A DISASTER  [Not invited]

  Kotaro Adachi; Ichiro Ario; Yuki Chiakhiro; Shinya Matsumoto

  Footbridge 2017 conference in Berlin  2017/09
• Topology optimization of 3D structure using improved ESO method  [Not invited]

  Yohei Niiuchi; Shinya Matsumoto; Daiji Fujii

  Proceedings of the IASS Annual Symposium 2016, Tokyo  2016/09
• DEVELOPMENT OF ASSEMBLING LARGE CROSS-SECTION TIMBER JOINT SYSTEM BY HIGH DUCTILITY WOOD FRAME STRUCTURE  [Not invited]

  Shinya Matsumoto; Hajime Okamoto; Mitsuhiro Takemoto; Masanori Sato

  WCTE World Conference on Timber Engineering 2016  2016/08
• A Study on the Detection of Bridge Slab Deterioration Using a Wireless Vibration Measurement System  [Not invited]

  Liang Li; Takaaki Ohkubo; Shinya Matsumoto

  SMAR 2015 - Third Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures  2015/09
• Application of ambient vibration tests on an existing school building to evaluate the effectiveness of retorofitting  [Not invited]

  Liang Li; Takaaki Ohkubo; Atsushi Teramoto; Shinya Matsumoto

  Civil Engineering and Urban Planning IV  2015/07
• STUDY ON TIMBER FRAMED JOINTS USING DRIFT PINS AND UV-HARDENING FRP  [Not invited]

  Shinya Matsumoto; Shuhei Mitsui; Takaaki Ohkubo

  WCTE World Conference on Timber Engineering 2014  2014/08
• Development of The High-strength and High-ductility Timber Framed Joints using Drift Pins and Fiber Reinforced Plastics  [Not invited]

  Shinya Matsumoto; Takaaki Ohkubo; Yasuaki Watanabe; Etsuo Kajita

  WCTE World Conference on Timber Engineering 2012  2012/07
• Stability of Latticed Shell with Uniform-Length Hexagonal Grid  [Not invited]

  Makoto OHSAKI; Naoya ASHIYA; Shinya MATSUMOTO; Shinnosuke FUJITA

  IABSE-IASS-2011 London Symposium Report  2011/09
• NUMERICAL EXAMPLES OF TRADITIONAL TIMBER BUILDING USING FRAME ANALYSIS WITH SEMI-RIGID SPRING ELEMENTS  [Not invited]

  Shinya MATSUMOTO; Yoshiyuki SUZUKI

  International Symposium on Disaster Simulation & Structural Safety in the Next Generation 2011 (DS'11)  2011/09
• Preliminary Reports on the 2011 Off the Pacific coast of Tohoku Earthquake in Japan  [Not invited]

  Hideo ARAKI; Shinya MATSUMOTO

  VII INTERDISCIPLINARY SCIENTIFIC RESEARCH CONGRESS (IV ISRC)  2011/06
• Study on the numerical analysis for structural detail of timber frame based on partial compressive strain behavior of the joints  [Not invited]

  Shinya Matsumoto; Yoshinobu Fujitani; Yoshiyuki Suzuki

  WCTE World Conference on Timber Engineering 2010  2010/06
• Earthquake Response Analysis for Traditional Wooden Buildings using Semi-Rigid Frame Model  [Not invited]

  Shinya Matsumoto; Yoshiyuki Suzuki

  Safety, Reliability and Risk of Structures, Infrastructures and Engineering Systems - Furuta, Frangopol & Shinozuka (eds)  2009/09
• Earthquake Response Analysis for Japanese Traditional Wooden Buildings with Mud Walls Using Semi-Rigid Frame Model  [Not invited]

  Shinya Matsumoto; Yoshiyuki Suzuki

  The 14th World Conference on Earthquake Engineering(14WCEE), Beijing, China  2008/10
• Study on analytical method for wooden structures with sheathed shear walls  [Not invited]

  Shinya Matsumoto; Yoshinobu Fujitani

  International Conference on Computational Methods(ICCM2007), International Conference Center Hiroshima, Japan  2007/04
• Study on dynamic characteristics of timber frame structure by microtremor measurements  [Not invited]

  Naoya Shojo; Yoshinobu Fujitani; Shinya Matsumoto; Yoshiaki Ohno; Yoshimitsu Ohash

  Archives of Civil and Mechanical Engineering  2005/01
• Elasto-plastic Earthquake Response Analysis of Framed Structure with Semi-rigid Connections  [Not invited]

  Y. Fujitani; D. Fujii; S. Matsumoto

  International Scientific Conference, Challenges to Civil and Mechanical Engineering in 2000 and beyond  1997/06

MISC

• 小・中地震による繰り返し変形が木造住宅の耐震性能に与える影響(その2)合板および石膏ボード壁における繰り返し変形の影響—Effect on seismic performance of wooden house due to cyclic deformation by moderate earthquakes(Part.2)Effect of cyclic deformation on plywood and gypsum board wall

  井上 涼; 森 拓郎; 松本 慎也  日本建築学会中国支部研究報告集 = Proceedings of annual research meeting, Chugoku Chapter, Architectureal Institute of Japan (AIJ) / 日本建築学会中国支部 編  45-  255  -258  2022/03
• ESO法を用いた部分的複層ラチスシェルの形態創生—Computational Morphogenesis of Partial Multi-Layer Lattice Shell using ESO Method

  水谷 友香; 松本 慎也; 小野 聡子; 藤井 大地  日本建築学会中国支部研究報告集 = Proceedings of annual research meeting, Chugoku Chapter, Architectureal Institute of Japan (AIJ) / 日本建築学会中国支部 編  45-  207  -210  2022/03
• 軽量角形鋼管によるノンブレース型天井構造に関する研究 その 1. 接合金物の基礎的特性

  松本慎也; 佐藤公章; 早崎洋一  日本建築学会大会学術講演梗概集（東海）  構造I-  945  -946  2021/09
• 〈令和2年度活動報告〉建築環境研究センター活動報告

  崎野, 良比呂; 市川, 尚紀; 松本, 慎也; 寺井, 雅和; 谷川, 大輔; 吉谷, 公江  近畿大学次世代基盤技術研究所報告 = Annual Report of Fundamental Technology for Next Generation Research Institute, Kindai University  12-  31  -36  2021/08
• 小・中地震による繰り返し変形が釘接合部の一面せん断耐力に及ぼす影響

  井上涼; 森拓郎; 有木彩乃; 松本慎也  日本建築学会中国支部研究報告集  44-  (特別セッション)  1018  -1021  2021/03
• 小・中地震による繰り返し変形が木造住宅の耐震性能に与える影響 その1 釘接合部の一面せん断耐力における疲労の影響

  井上涼; 森拓郎; 有木彩乃; 松本慎也  日本建築学会中国支部研究報告集  44-  213  -216  2021/03
• ESO 法を用いた部分的複層スペースフレームの形態創生に関する研究

  水谷友香; 松本慎也; 小野聡子; 藤井大地  日本建築学会大会学術講演梗概集（関東）  構造I-  953  -954  2020/09
• 日本の初期の鉄筋コンクリートドーム構造：今治ラヂウム温泉の構造調査の速報について その２：ドーム部分の基本的な力学特性の推定

  武藤 厚; 四方田彩花; 川口健一; 中楚洋介; 松本慎也; 木村 勉  日本建築学会大会学術講演梗概集（関東）  構造I-  735  -736  2020/09
• 日本の初期の鉄筋コンクリートドーム構造：今治ラジウム温泉の 3 次元計測 その 3：UAV による写真測量とレーザー測量

  李 陽洋; 川口健一; 中楚洋介; 武藤 厚; 松本慎也; 木村 勉  日本建築学会大会学術講演梗概集（関東）  構造I-  (2020)  733  -734  2020/09
• 日本における初期の鉄筋コンクリートドーム構造：今治ラヂウム温泉の振動特性について その２：微動計測結果と振動解析

  松本慎也; 川口健一; 中楚洋介; 武藤厚; 木村勉; 藤井大地  日本建築学会大会学術講演梗概集（関東）  構造I-  737  -738  2020/09
• 軽量角形鋼管によるノンブレース型天井構造の開発

  松本慎也; 佐藤公章; 早崎洋一  日本建築学会中国支部研究報告集  43-  29  -32  2020/03
• 20379 日本の初期の鉄筋コンクリートドーム構造：今治ラヂウム温泉の3次元計測 その1：レーザー測量と3次元モデルの作成

  古田 響; 川口 健一; 中楚 洋介; 李 陽洋; 武藤 厚; 松本 慎也; 木村 勉  構造I  (2019)  757  -758  2019/07
• 20380 日本の初期の鉄筋コンクリートドーム構造：今治ラジウム温泉の3次元計測 その2：3次元形状データに基づく基礎的考察

  李 陽洋; 川口 健一; 中楚 洋介; 古田 響; 武藤 厚; 松本 慎也; 木村 勉  構造I  (2019)  759  -760  2019/07
• 20382 日本における初期の鉄筋コンクリートドーム構造：今治ラヂウム温泉の振動特性について その1：常時微動計測結果

  松本 慎也; 川口 健一; 中楚 洋介; 武藤 厚; 木村 勉; 藤井 大地  構造I  (2019)  763  -764  2019/07
• 日本の初期の鉄筋コンクリートドーム構造:今治ラジウム温泉の3次元計測 その2:3次元形状データに基づく基礎的考察

  LI Yangyang; 川口健一; 中楚洋介; 古田響; 武藤厚; 松本慎也; 木村勉  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2019-  ROMBUNNO.20380  2019/07
• 日本における初期の鉄筋コンクリートドーム構造:今治ラヂウム温泉の振動特性について その1:常時微動計測結果

  松本慎也; 川口健一; 中楚洋介; 武藤厚; 木村勉; 藤井大地  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2019-  ROMBUNNO.20382  2019/07
• 日本の初期の鉄筋コンクリートドーム構造:今治ラヂウム温泉の構造調査の速報について その1:ドーム部分の概要調査と力学特性の推定

  武藤厚; 寺西浩司; 菅原真帆; 葛山育海; 川口健一; 中楚洋介; 松本慎也; 木村勉  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2019-  ROMBUNNO.20381  2019/07
• 日本の初期の鉄筋コンクリートドーム構造:今治ラヂウム温泉の3次元計測 その1:レーザー測量と3次元モデルの作成

  古田響; 川口健一; 中楚洋介; LI Yangyang; 武藤厚; 松本慎也; 木村勉  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2019-  ROMBUNNO.20379  2019/07
• 木質材料の直交異方性を考慮した非線形解析

  永岡伊玖磨; 松本慎也  日本建築学会中国支部研究報告集  42-  159  -162  2019/03
• コンクリート系材料の乾燥収縮ひび割れ評価に関する研究

  松本 慎也  日本建築学会中国支部研究報告集  42-  37  -40  2019/03
• Optimal placement problem of joint damper in wood frame using ESO method

  永岡伊玖磨; 松本慎也; 藤井大地  近畿大学工学部研究報告(Web)  (52)  33‐37 (WEB ONLY)  2018/12
• LVLを用いた鋼板挿入型ドリフトピン接合による木質ラーメン構造に関する実験および解析的研究

  永岡伊玖磨; 松本慎也; 藤井大地  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2018-  ROMBUNNO.22056  2018/07
• 吊り天井を撤去して直天井としたウェーブ天井ホールの改修事例における天井構造の振動特性

  松本慎也; 本間俊雄; 横須賀洋平  日本建築学会研究報告 九州支部(CD-ROM)  (57)  ROMBUNNO.271  2018/03
• 動画解析によるひずみ分布計測の高張力鋼溶接部の引張試験への適用

  長田大; 崎野良比呂; 松本慎也; 堤成一郎  日本建築学会中国支部研究報告集  41-  217  -220  2018/03
• IESO法を用いたプレファブユニット壁の形態創生

  丸山瑞樹; 松本慎也; 藤井大地  日本建築学会中国支部研究報告集  41-  153  -156  2018/03
• ESO法を用いた高層ビル構面における制振ダンパーの配置最適化 入力地震動による最適配置への影響

  野村将貴; 松本慎也; 崎野良比呂; 藤井大地  日本建築学会中国支部研究報告集  41-  145  -148  2018/03
• LVL を用いた鋼板挿入型ドリフトピン接合による木質構造接合部に関する実験および解析的研究

  永岡伊玖磨; 松本慎也; 藤井大地  日本建築学会中国支部研究報告集  41-  77  -80  2018/03
• 高靭性木質ラーメン構造 高靭性木質ラーメン構造の開発に向けて

  松本慎也  建材試験情報  53-  (7/8)  8‐11  2017/07
• IESO法を用いたユニット壁のファサードデザイン

  丸山瑞樹; 松本慎也; 藤井大地  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2017-  ROMBUNNO.20504  2017/07
• ESO法を用いた高層ビル構面の制振ダンパー配置に関する研究

  野村将貴; 松本慎也; 崎野良比呂; 藤井大地  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2017-  ROMBUNNO.21340  2017/07
• 吊り天井における斜め部材上端接合金物に関する研究―歯車を用いた接合金物の力学特性―

  松本慎也; 佐藤公章; 早崎洋一  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2017-  ROMBUNNO.20474  2017/07
• 平成28年(2016年)熊本地震における建築物被害の外観悉皆調査―その1 上益城郡小谷地区の被害―

  向坊恭介; 大岡優; 村田晶; 松本慎也; 佐藤英佑; 鈴木祥之  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2017-  ROMBUNNO.22215  2017/07
• 端島日給社宅16号棟の残存構造性能と保全工法の提案

  玉井宏章; 原田哲夫; 松本慎也; 久松好己; 山西央朗; 安武敦子; 堀井久一  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2017-  ROMBUNNO.23145  2017/07
• 流通材LVLを用いた木質ラーメン構造に関する基礎的研究

  佐藤航平; 松本慎也  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2017-  ROMBUNNO.1521  2017/07
• 木質構造の地震応答特性に関する実験および解析的研究―鋳造による接合金物の性能評価―

  永岡伊玖磨; 松本慎也; 藤井大地  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2017-  ROMBUNNO.20119  2017/07
• 〈平成28年度活動報告〉建築環境研究センター活動報告

  崔 軍; 市川 尚紀; 松本 慎也; 寺井 雅和  近畿大学次世代基盤技術研究所報告 = Annual Report of Fundamental Technology for Next Generation Research Institute, Kindai University  8-  33  -36  2017/06
• Morphogenesis of latticed shell structures using ESO method and traction method

  KOSAKA Kenji; MATSUMOTO Shinya; FUJII Daiji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  40-  77  -80  2017/03
• Optimal placement of damping dampers for building structure using multi-mass system model and ESO method

  YAMASAKI Shinichi; MATSUMOTO Shinya; FUJII Daiji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  40-  81  -84  2017/03
• Study on FRP reinforced wooden frame structure

  佐藤 航平; 松本 慎也  日本建築学会中国支部研究報告集 日本建築学会中国支部 編  40-  1  -4  2017/03
• Optimal placement of response control damper using ESO method

  山崎 進一; 松本 慎也; 藤井 大地  日本建築学会中国支部研究報告集 日本建築学会中国支部 編  40-  73  -76  2017/03
• Facade design of buildings using IESO method : Design of prefab shear wall with two axial symmetry condition

  丸山 瑞樹; 松本 慎也; 藤井 大地  日本建築学会中国支部研究報告集 日本建築学会中国支部 編  40-  89  -92  2017/03
• 材料の濡れモニタリング技術の確立に関する研究 その2 屋外環境に対する基礎的実験

  佐藤航平; 松本慎也; 石橋宏平; 大久保孝昭; 寺本篤史  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2016-  ROMBUNNO.1618  -1236  2016/07
• 無線加速度センサを活用した既存建築物の振動特性の把握

  柴戸啓太; LI Liang; 大久保孝昭; 寺本篤史; 松本慎也; 太田善輝  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2016-  ROMBUNNO.1616  2016/07
• ボイド形状に対する等価剛性を用いたボイドスラブの構造特性評価に関する研究―ダイヤモンドボイドスラブ工法の開発―

  坂田憲彦; 新田貴太男; 松本慎也  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2016-  ROMBUNNO.23041  2016/07
• 材料の濡れモニタリング技術の確立に関する研究 その1 センサの基本性能試験と屋内環境に対する活用法の検討

  石橋宏平; 大久保孝昭; 寺本篤史; 松本慎也; 佐藤航平  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2016-  ROMBUNNO.1617  2016/07
• 軽量角形鋼管を用いた耐震天井構造の耐力特性に関する研究

  松山幸平; 松本慎也; 佐藤公章  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2016-  ROMBUNNO.20430  2016/07
• 〈平成27年度活動報告〉建築環境研究センター活動報告

  崔 軍; 市川 尚紀; 松本 慎也; 寺井 雅和  近畿大学次世代基盤技術研究所報告 = Kindai University Research Institute of Fundamental Technology for Next Generation  7-  32  -36  2016/07
• Mechanical Properties for Exterior Panel using Small-Diameter Thinnings by Japanese Cypress 'Hinoki' Product in Hiroshima Prefecture

  松本慎也; 出張宣明; 白片良明; CUI Jun  近畿大学次世代基盤技術研究所報告  7-  81‐88  -88  2016/07
• EXPERIMENTAL STUDY WITH AIM OF PROPOSING IMPROVEMENT OF ASEISMIC DESIGN METHOD OF TRADITIONAL WOODEN STRUCTURE-Restoring Force of Frame with Large Section Beams-

  多幾山法子; 井立直人; 宮本慎宏; 松本慎也; 山田幸正  住総研研究論文集  42-  (42)  169  -178  2016/03
• 軽量角形鋼管による耐震天井構造の開発に関する研究

  松本慎也  建材試験情報  52-  (3)  2‐7  2016/03
• 278 Study on mechanical characteristics of open section driving steel pile for photovoltanic array

  MATSUMOTO Shinya; YAMADA Hiroyoshi; YAMASHITA Susumu; TAKASHI Katsuhisa; YAMAGUCHI Yoshinori; TAMINAGA Kentaro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  39-  385  -388  2016/03
• 119 Study on monitoring technology for wetting of the material using wireless wetting sensor system : Part2. Grasping of sensor performance and study of utilization method of the sensor to the indoor environment

  ISHIBASHI Kohei; OHKUBO Taka-aki; TERAMOTO Atsushi; NOZAKI Yumi; MATSUMOTO Shinya; MATSUURA Tatsuhiko  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  39-  73  -76  2016/03
• 118 Study on monitoring technology for wetting of the material using wireless wetting sensor system : Part 1. Basic experiment for outside environment

  SATO Kohei; MATSUMOTO Shinya; ISHIBASHI Kohei; OHKUBO Takaaki; TERAMOTO Atsushi; MATSUURA Tatsuhiko  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  39-  69  -72  2016/03
• 108 Grasp of the vibration characteristics of the existing buildings that utilize wireless acceleration sensor

  SHIBAKO Keita; LI Liang; OHKUBO Taka-aki; TERAMOTO Atsushi; YOKOGAWA Kenichirou; MATSUMOTO Shinya  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  39-  29  -32  2016/03
• 107 Study on development of earthquake-resistant ceiling structure using lightweight square steels : The strength characteristics for actual large loading test

  MATSUYAMA Kouhei; MATSUMOTO Shinya; SATO Masafumi  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  39-  25  -28  2016/03
• 201 Topology Optimization of Frame Structures using ESO Method

  KOSAKA Kenji; MATSUMOTO Shinya; FUJII Daiji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  39-  77  -80  2016/03
• 202 Optimal placement of response control damper using ESO method

  YAMASAKI Shinichi; MATSUMOTO Shinya; FUJII Daiji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  39-  81  -84  2016/03
• 203 Topology optimization of 3D structures using IESO method

  NIIUCHI Yohei; MATSUMOTO Shinya; FUJII Daiji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  39-  85  -88  2016/03
• Mechanical Properties for Exterior Panel using Small-Diameter Thinnings by Japanese Cypress 'Hinoki' Product in Hiroshima Prefecture

  松本 慎也; 出張 宣明; 白片 良明; 崔 軍  近畿大学次世代基盤技術研究所報告 = Annual report of Research Institute of Fundamental Technology for Next Generation, Kindai University  7-  81  -88  2016
• 22071 Study on Seismic Improvement for Wooden Buildings with Wood Resin Composite Material

  MATSUMOTO Shinya  Summaries of technical papers of annual meeting  2015-  (0)  141  -142  2015/09
• 木質樹脂複合材料による木造建築物の耐震性向上に関する研究

  松本慎也  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2015-  ROMBUNNO.22071  2015/07
• 常時微動による道路橋床版の振動モードの推定と新設高架橋の初期値計測

  李亮; 松本慎也; 大久保孝昭; 米倉亜州夫  コンクリート工学年次論文集(CD-ROM)  37-  ROMBUNNO.1301  2015/06
• 〈平成26年度活動報告〉建築環境研究センター活動報告

  崔 軍; 市川 尚紀; 松本 慎也; 寺井 雅和  近畿大学次世代基盤技術研究所報告 = Kinki University Research Institute of Fundamental Technology for Next Generation  6-  32  -36  2015/06
• Study on Seismic Performance for Solar Array on-board Structure (Development of the roofless type frame structure)

  松本慎也; 山田裕義; 山下粛; 堯勝久; 山口善徳; 民永健太朗  近畿大学次世代基盤技術研究所報告  6-  79  -89  2015/06
• Investigation and Seismic Diagnosis of KAIYOUSYA -Assembly Facility for sailors of the Old Japanese Navy- in Etajima

  光井 周平; 松本 慎也; 谷村 仰仕  日本建築学会中国支部研究報告集 日本建築学会中国支部 編  38-  269  -272  2015/03
• FRPの活用によって木の弱点をおぎなってねばり強い木造建築をつくろう

  松本慎也  建材試験情報  51-  (3)  4  -9  2015/03
• 247 Investigation and Seismic Diagnosis of KAIYOUSYA -Assembly Facility for sailors of the Old Japanese Navy- in Etajima

  MITSUI Shuhei; MATSUMOTO Shinya; TANIMURA Takashi  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  38-  269  -272  2015/03
• EXPERIMENTAL STUDY WITH AIM OF PROPOSING IMPROVEMENT OF ASEISMIC DESIGN METHOD OF TRADITIONAL WOODEN STRUCTURE : Restoring Force of Frame with Large Section Beams

  多幾山 法子; 井立 直人; 宮本 慎宏; 松本 慎也; 山田 幸正  住総研研究論文集 = Journal of the Housing Research Foundation "JUSOKEN"  (42)  169  -178  2015
• Study on Seismic Performance for Solar Array on-board Structure : Development of the roofless type frame structure

  松本 慎也; 山田 裕義; 山下 粛; 堯 勝久; 山口 善徳; 民永 健太朗  近畿大学次世代基盤技術研究所報告  6-  79  -89  2015
• Response characteristic of base isolated mid-rise building for megathrust earthquake

  藤井大地; 眞田瑞穂; 岡部諒; 松本慎也; 西伸介  近畿大学工学部研究報告  (48)  41  -46  2014/12
• Response characteristic of base isolated mid-rise building for megathrust earthquake

  藤井 大地; 眞田 瑞穂; 岡部 諒; 松本 慎也; 西 伸介  近畿大学工学部研究報告  (48)  41  -46  2014/12
• 粘弾性ダンパー設置による鉄骨造建築物の振動性状変化を検討するための無線加速度計測システムの適用実験

  LI Liang; 大久保孝昭; 松本慎也; 松浦辰彦; 佐藤大輔  日本地震工学シンポジウム論文集(CD-ROM)  14th-  ROMBUNNO.GO23-FRI-6  2014/11
• 1674 One experiment about verification of the vibration damping reinforcement by using wireless acceleration sensor

  LI Liang; OHKUBO Taka-aki; MATSUMOTO Shinya; HITAKA Minami  Summaries of technical papers of annual meeting  2014-  (0)  1347  -1348  2014/09
• 無線加速度センサを活用した制振補強効果の検証に関する実験

  LI Liang; 大久保孝昭; 松本慎也; 日高みなみ  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2014-  ROMBUNNO.1674  2014/07
• 無線加速度センサを用いた振動計測システムの老朽橋梁への適用と有効性

  李亮; 大久保孝昭; 松本慎也; 宮本文穂  コンクリート工学年次論文集(CD-ROM)  36-  ROMBUNNO.2219  2014/06
• 〈平成25年度活動報告〉建築環境研究センター活動報告

  崔 軍; 大田 和彦; 市川 尚紀; 松本 慎也  近畿大学次世代基盤技術研究所報告 = Kinki University Research Institute of Fundamental Technology for Next Generation  5-  24  -27  2014/06
• Development of Earthquake-Resistant Ceiling Structure by Lightweight Square Steel

  松本慎也; 佐藤公章; 藤谷義信  近畿大学次世代基盤技術研究所報告  5-  73  -78  2014/06
• Study on Mechanical Properties of the Joint in Traditional Wooden Building

  松本慎也  近畿大学次世代基盤技術研究所報告  5-  67  -72  2014/06
• Study on Mechanical Properties of the Joint in Traditional Wooden Building

  松本 慎也  近畿大学次世代基盤技術研究所報告  5-  67  -72  2014/06
• 218 Nonlinear Analysis for Engineered Timber Joints with Gusset plate and Drift-pin

  HORI Tomoyuki; MATSUMOTO Shinya  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  37-  113  -116  2014/03
• 106 The experiment about verification of the reinforcement effect of building based on the microtremor and seismic observation data

  LI Liang; OHKUBO Taka-aki; MATSUMOTO Shinya  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  37-  21  -24  2014/03
• 111 Study on Mechanical Characteristics for Engineered Timber Joints using Fiber-Reinforced Plastic with Gusset Plate and Driftpin

  MATSUMOTO Shinya; OHKUBO Taka-aki; HOTA Kazuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  37-  41  -44  2014/03
• Study on Mechanical Properties of the Joint in Traditional Wooden Building

  松本 慎也  近畿大学次世代基盤技術研究所報告  5-  67  -72  2014
• Development of Earthquake-Resistant Ceiling Structure by Lightweight Square Steel

  松本 慎也; 佐藤 公章; 藤谷 義信  近畿大学次世代基盤技術研究所報告  5-  73  -78  2014
• Response characteristic of base isolated mid-rise building for megathrust earthquake

  藤井 大地; 眞田 瑞穂; 岡部 諒; 松本 慎也; 西 伸介  近畿大学工学部研究報告  (48)  41  -46  2014
• Study on Mechanical Properties of the Joint in Traditional Wooden Building

  松本 慎也  近畿大学次世代基盤技術研究所報告  5-  67  -72  2014
• Development of Earthquake-Resistant Ceiling Structure by Lightweight Square Steel

  松本 慎也; 佐藤 公章; 藤谷 義信  近畿大学次世代基盤技術研究所報告  5-  73  -78  2014
• Study on mechanical characteristics of earthquake-resistant ceiling structures using lightweight square steels

  松本慎也; 佐藤公章; 藤谷義信  近畿大学工学部研究報告  (47)  49  -54  2013/12
• 1601 Study on development of lightweight steel structures for photovoltaic array and evaluation for the seismic

  YAMAGUCHI Yoshinori; YAMASHITA Susumu; MATSUMOTO Shinya  Summaries of technical papers of annual meeting  2013-  (0)  1201  -1202  2013/08
• 1411 One experiment about the change of micro tremors data before and after reinforcement of a school building

  LI Liang; OHKUBO Taka-aki; MATSUMOTO Shinya  Summaries of technical papers of annual meeting  2013-  (0)  821  -822  2013/08
• 22327 Study on Timber Joint using Steel Plate and Drift Pins with FRP : Part2 Evaluation of Strength for Frame Structure

  MATSUMOTO Shinya; HOTTA Kazuhiro; OHKUBO Taka-aki  Summaries of technical papers of annual meeting  2013-  (0)  653  -654  2013/08
• 22326 Study on Timber Joint using Steel Plate and Drift Pins with FRP : Part1 Experiment for timber joint

  HOTTA Kazuhiro; MATSUMOTO Shinya; OHKUBO Taka-aki  Summaries of technical papers of annual meeting  2013-  (0)  651  -652  2013/08
• 繊維補強樹脂を用いた木質ラーメン接合部に関する研究 その2 骨組構造における耐力評価

  松本慎也; 堀田和宏; 大久保孝昭  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2013-  ROMBUNNO.22327  2013/07
• 薄板鋼材による太陽電池アレイ用支持架台の開発と耐力評価に関する研究

  山口善徳; 山下粛; 松本慎也  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2013-  ROMBUNNO.1601  2013/07
• RC造校舎の耐震補強工事前後の常時微動データの変化に関する一実験

  LI Liang; 大久保孝昭; 松本慎也  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2013-  ROMBUNNO.1411  2013/07
• 繊維補強樹脂を用いた木質ラーメン接合部に関する研究 その1 接合部実験について

  堀田和宏; 松本慎也; 大久保孝昭  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2013-  ROMBUNNO.22326  2013/07
• Development of Structural Systems for Housing Exteriors with Photovoltaic Array using Built-up Thin-walled Beams

  松本慎也; 山田裕義; 山下粛; 山口善徳  近畿大学次世代基盤技術研究所報告  4-  77  -85  2013/06
• Development of Structural Systems for Housing Exteriors with Photovoltaic Array using Built-up Thin-walled Beams

  松本 慎也; 山田 裕義; 山下 粛; 山口 善徳  近畿大学次世代基盤技術研究所報告  4-  77  -85  2013/06
• Development of Structural Systems for Housing Exteriors with Photovoltaic Array using Built-up Thin-walled Beams

  松本 慎也; 山田 裕義; 山下 粛  近畿大学次世代基盤技術研究所報告  4-  77  -85  2013/06
• 紫外線硬化型FRP を用いた木質ラーメン接合部の開発 その１ 接合部実験について

  原龍徳; 松本 慎也; 大久保孝昭; 西郷憲司  日本建築学会中国支部研究報告集  2013/03
• 紫外線硬化型FRP を用いた木質ラーメン接合部の開発 その２ 耐力評価について

  松本 慎也; 原龍徳; 大久保孝昭; 西郷憲司  日本建築学会中国支部研究報告集  2013/03
• 無線加速度センサーを用いた建物補強効果の検証に関する研究

  李亮; 松本 慎也; 大久保孝昭  日本建築学会中国支部研究報告集  2013/03
• 吊り天井構造の力学的特性に関する研究

  花嶋裕太; 松本 慎也; 西野孝仁; 藤谷義信; 佐藤公章  日本建築学会中国支部研究報告集  2013/03
• 226 Study on mechanical characteristics of light weight steel structures for photovoltanic array

  MATSUMOTO Shinya; OHSATO Kazuo; ISHIDA Toru; YAMADA Hiroyoshi; YAMASHITA Susumu; TAKASHI Katsuhisa; YAMAGUCHI Yoshinori  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  36-  155  -158  2013/03
• Development of Structural Systems for Housing Exteriors with Photovoltaic Array using Built-up Thin-walled Beams

  松本 慎也; 山田 裕義; 山下 粛; 山口 善徳  近畿大学次世代基盤技術研究所報告  4-  77  -85  2013
• Study on mechanical characteristics of earthquake-resistant ceiling structures using lightweight square steels

  松本 慎也; 佐藤 公章; 藤谷 義信  近畿大学工学部研究報告  (47)  49  -54  2013
• 226 Study on mechanical characteristics of light weight steel structures for photovoltanic array

  MATSUMOTO Shinya; OHSATO Kazuo; ISHIDA Toru; YAMADA Hiroyoshi; YAMASHITA Susumu; TAKASHI Katsuhisa; YAMAGUCHI Yoshinori  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  36-  155  -158  2013
• 114 Study on verification of the building reinforcement effect by using wireless acceleration sensor

  LI Liang; OHKUBO Taka-aki; MATSUMOTO Shinya  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  36-  53  -56  2013
• 104 Development for timber joint using steel plate and drift pins with ultravioletrayed-hardening FRP : Part2 Evaluation of Strength

  MATSUMOTO Shinya; HARA Tatsunori; OHKUBO Taka-aki; SAIGOH Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  36-  13  -16  2013
• 103 Development for timber joint using steel plate and drift pins with ultravioletrayed-hardening FRP : Part1 experiment for timber joint

  HARA Tatsunori; MATSUMOTO Shinya; OHKUBO Taka-aki; SAIGOH  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  36-  9  -12  2013
• 219 Propose of Outside Insulation Wooden Structure with Concrete Boards as Heat Storage Body

  OHTA Kazuhiko; MATSUMOTO Shinya; FUJII Daiji; ARINAGA Suenori  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  36-  127  -130  2013
• 225 Study on the mechanical characteristic of the suspension ceiling structures

  HANAJIMA Yuta; NISHINO Takayoshi; MATSUMOTO Shinya; FUJITANI Yoshinobu; SATOH Masafumi  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  36-  151  -154  2013
• Study on mechanical characteristics of earthquake-resistant ceiling structures using lightweight square steels

  松本 慎也; 佐藤 公章; 藤谷 義信  近畿大学工学部研究報告  (47)  49  -54  2013
• 1589 Study on verification of the earthquake resistant reinforcement and the repair effect by using wireless acceleration sensor

  LI Liang; OHKUBO Taka-aki; MATSUMOTO Shinya  Summaries of technical papers of annual meeting  2012-  (0)  1177  -1178  2012/09
• 22260 紫外線硬化型FRPを用いた木質ラーメン接合部に関する研究 : その2 柱梁接合部要素実験(モーメント抵抗接合(1),構造III,2012年度大会(東海)学術講演会・建築デザイン発表会)

  原 龍徳; 松本 慎也; 大久保 孝昭; 渡辺 康明  学術講演梗概集  2012-  (0)  519  -520  2012/09
• 22259 Study on timber joint using steel plate and drift pins with ultravioletrayed-hardening FRP : Part1 Target performance

  MATSUMOTO Shinya; HARA Tatsunori; OHKUBO Taka-aki; WATANABE Yasuaki  Summaries of technical papers of annual meeting  2012-  (0)  517  -518  2012/09
• 22007 Earthquake Resistance of Outside Insulation Wooden Structure by Fixed method of Concrete Boards as Heat Storage Body

  OHTA Kazuhiko; MATSUMOTO Shinya; FUJII Daiji; ARINAGA Suenori  Summaries of technical papers of annual meeting  2012-  (0)  13  -14  2012/09
• 22008 Study on Structure Characteristic of Wooden Bearing Wall used Concrete Casting Board

  HATASHI Yuya; FUJII Daiji; MATUMOTO Shinya; OHTA Kazuhiko; ARINAGA Suenori  Summaries of technical papers of annual meeting  2012-  (0)  15  -16  2012/09
• 1058 The consideration on design strength of the suspension ceiling structure

  HANAJIMA Youta; MATSUMOTO Shinya; NISHINO Takayoshi; FUJITANI Yoshinobu  Summaries of technical papers of annual meeting  2012-  (0)  115  -116  2012/09
• Study on verification of the earthquake resistant reinforcement and the repair effect by using wireless acceleration sensor

  李 亮; 松本 慎也; 大久保孝昭  日本建築学会大会学術講演梗概集（東海）  2012/09
• Study on timber joint using steel plate and drift pins with ultravioletrayed-hardening FRP Part2 Element test of beam-column joint

  原 龍徳; 松本 慎也; 大久保孝昭; 渡辺康明  日本建築学会大会学術講演梗概集（東海）  2012/09
• The consideration on design strength of the suspension ceiling structure

  花嶋裕太; 松本 慎也; 西野孝仁; 藤谷義信  日本建築学会大会学術講演梗概集（東海）  2012/09
• Study on timber joint using steel plate and drift pins with ultravioletrayed-hardening FRP Part1 Target performance

  松本 慎也; 原 龍徳; 大久保孝昭; 渡辺康明  日本建築学会大会学術講演梗概集（東海）  2012/09
• 紫外線硬化型FRPを用いた木質ラーメン接合部に関する研究 その1 目標性能

  松本慎也; 原龍徳; 大久保孝昭; 渡辺康明  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2012-  ROMBUNNO.22259  2012/07
• 無線加速度センサを活用した耐震補強・補修工事の検査技術に関する研究

  LI Liang; 大久保孝昭; 松本慎也  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2012-  ROMBUNNO.1589  2012/07
• セメント押出成形板を用いた木造耐力壁の構造特性に関する研究

  幡司祐弥; 藤井大地; 松本慎也; 大田和彦; 在永末徳  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2012-  ROMBUNNO.22008  2012/07
• 蓄熱体を設けた外断熱木質構造体のセメント板固定の試みとその効果

  大田和彦; 松本慎也; 藤井大地; 在永末徳  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2012-  ROMBUNNO.22007  2012/07
• 吊り天井構造の設計耐力に関する一考察

  花嶋裕太; 松本慎也; 西野孝仁; 藤谷義信  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2012-  ROMBUNNO.1058  2012/07
• 紫外線硬化型FRPを用いた木質ラーメン接合部に関する研究 その2 柱梁接合部要素実験

  原龍徳; 松本慎也; 大久保孝昭; 渡辺康明  日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)  2012-  ROMBUNNO.22260  2012/07
• 251 Study on Seismic Performance of Light Weight Steel Structures for Photovoltanic Array

  MATSUMOTO Shinya; OHSATO Kazuo; ISHIDA Toru; YAMADA Hiroyoshi; YAMASHITA Susumu; TAKASHI Katsuhisa; YAMAGUCHI Yoshinori  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  35-  289  -292  2012/03
• 112 Study on timber joint using steel plate and drift pins with ultravioletrayed-hardening FRP

  HARA Tatsunori; MATSUMOTO Shinya; OHKUBO Taka-aki; WATANABE Yasuaki; KAJITA Etsuo  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  35-  45  -48  2012/03
• 122 Evaluation of injection properties of crack repairing materials

  TAKASE Yuki; OHKUBO Taka-aki; FUJIMOTO Satoshi; MATSUMOTO Shinya; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  35-  85  -88  2012/03
• 214 Study on Structure Characteristic of Wooden Bearing Wall used Concrete Casting Board

  HATASHI Yuya; FUJII Daiji; MATUMOTO Shinya; OTA Kazuhiko; ARINAGA Suenori  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  35-  141  -144  2012/03
• 252 Experimental research on stiffness and seismic performance for earthquake resistant type suspension ceiling structure

  MATSUMOTO Shinya; FUJITANI Yoshinobu; SATOH Masafumi  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  35-  293  -296  2012/03
• 2011年東北地方太平洋沖地震による木造建物の被害調査 その3 構造詳細調査に基づく木造建物の耐震性能評価

  清水秀丸; 松本慎也; 小笠原昌敏; 橋本清勇; 奥田辰雄; 鈴木祥之  日本地震工学会大会梗概集  8th-  72  -73  2011/11
• セメント板を蓄熱体として利用した外断熱木質構造体の耐震性に関する予備実験

  大田 和彦; 在永 末徳; 藤井 大地; 松本 慎也  日本建築学会大会  2011/09
• 紫外線硬化型FRPを活用した既存木造住宅の無筋コンクリート基礎補強工法に関する研究―実大スケール試験体による検討―

  原龍徳; 松本慎也; 大久保孝昭; 渡辺康明; 谷川清次; 流田靖博  日本建築学会学術講演梗概集A-1 材料施工  2011-  1207  -1208  2011/07
• 無線加速度センサーを活用した建築物の診断技術に関する基礎研究

  LIU Jingjing; 大久保孝昭; 松本慎也; 藤本郷史  日本建築学会学術講演梗概集A-1 材料施工  2011-  945  -946  2011/07
• 1134 Evaluation of injection properties of crack repairing materials

  TAKASE Yuki; OHKUBO Taka-aki; FUJIMOTO Satoshi; MATSUMOTO Shinya  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2011-  267  -268  2011/07
• 1473 Architecture Diagnostic Technique : Application of Wireless Acceleration Sensor

  LIU Jingjing; OHKUBO Takaaki; MATSUMOTO Shinya; FUJIMOTO Satoshi  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2011-  945  -946  2011/07
• 1604 Study on the reinforcing method of plain concrete foundations for existing wooden houses using ultravioletrayed-hardening FRP : Investigation on full-scale experiments

  HARA Tatsunori; MATSUMOTO Shinya; OHKUBO Taka-aki; WATANABE Yasuaki; TANIGAWA Kiyotsugu; RYUDA Yasuhiro  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2011-  1207  -1208  2011/07
• 22021 Pilot Test Results on Earthquake Resistance of Outside Insulation Wooden Structure with Concrete Boards for Heat Storage

  OHTA Kazuhiko; MATSUMOTO Shinya; FUJII Daiji; ARINAGA Suenori  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2011-  41  -42  2011/07
• 214 Shape generation of hexagonal-grid latticed-shell with uniform member lengths

  ASHIYA Naoya; OHSAKI Makoto; MATSUMOTO Shinya  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  34-  85  -88  2011/03
• 104 Evaluation of Wall Repairing Method for Cracks with Movement : Part5 Proposal of Accelerated Deterioration Method for Repairing Materials

  NISHIUCHI Yuta; OHKUBO Taka-aki; FUJIMOTO Satoshi; MATSUMOTO Shinya; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  34-  13  -16  2011/03
• 106 Basic Research about Architecture Diagnostic Technique : Application of Wireless Acceleration Sensor

  LIU Jingjing; MATSUMOTO Shinya; OHKUBO Takaaki; OHTSUKI Ryousuke  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  34-  21  -24  2011/03
• 107 Study on the reinforcing method of plain concrete foundations in existing wooden houses using ultravioletrayed-hardening FRP

  NOSAKI Hayato; MATSUMOTO Shinya; OHKUBO Taka-aki; WATANABE Yasuaki; KAJITA Etsuo; TANIGAWA Kiyotsugu; MURAKAMI Yuichi; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  34-  25  -28  2011/03
• 207 Study on Seismic Performance of Suspension Ceiling

  MATSUMOTO Shinya; FUJITANI Yoshinobu; SATOH Kimiaki  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  34-  57  -60  2011/03
• 伝統木造建築物の仕口ディテールのめり込み挙動を考慮したモデル化による解析手法

  松本慎也; 光井周平; 近藤一夫; 鈴木祥之; 藤谷義信  日本地震工学シンポジウム論文集(CD-ROM)  13th-  2096  -2100  2010/11
• ひび割れ補修工法の評価に関する基礎的研究 その4 ひび割れ挙動の再現手法の改善

  西内佑太; 大久保孝昭; 藤本郷史; 松本慎也; 流田靖博  日本建築学会学術講演梗概集A-1 材料施工  2010-  165  -166  2010/07
• 既存木造住宅の基礎・軸組一体補強工法の開発に関する研究 その1 紫外線硬化型FRPの木材に対する接着性能の検証

  野崎隼人; 松本慎也; 藤本郷史; 大久保孝昭; 渡辺康明; 流田靖博  日本建築学会学術講演梗概集C-1 構造3  2010-  479  -480  2010/07
• 1083 The Evaluation of Repairing Method for Cracks of Wall : Part3 Proposal for Reproduce Method of Crack Movement

  NISHIUCHI Yuta; OHKUBO Taka-aki; FUJIMOTO Satoshi; MATSUMOTO Shinya; RYUDA Yasuhiro  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2010-  165  -166  2010/07
• 22240 Development of seismic reinforcement methods of existing wooden house for continuous footing foundation and timber framework : Part1 Verification of the adhesion performance of ultravioletrayedhardening FRP for wood

  NOSAKI Hayato; MATSUMOTO Shinya; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki; RYUDA Yasuhiro  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2010-  479  -480  2010/07
• 22241 Development of seismic reinforcement methods of existing wooden house for continuous footing foundation and timber framework : Part2 In-plane shearing test for the timber frame structure

  MATSUMOTO Shinya; NOSAKI Hayato; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki; RYUDA Yasuhiro  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2010-  481  -482  2010/07
• 無線加速度センサーを用いた木造住宅の品質管理検査に関する研究

  松本慎也  建材試験情報  46-  (6)  6  -12  2010/06
• 119 Evaluation of Wall Repairing Method for Cracks with Movement : Part4 Proposal of Accelerated Deterioration Method for Repairing Materials and Verification of Effectiveness of Air Permeability Test

  NISHIUCHI Yuta; OHKUBO Taka-aki; FUJIMOTO Satoshi; MATSUMOTO Shinya; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  33-  "119  -1"-"119-4"  2010/03
• 120 Development of seismic retrofitting method for existing wooden house using ultravioletrayed-hardening FRP : Part5 Verification experiment in performance of adhesion to wood

  NOSAKI Hayato; IKEDA Yuki; MATSUMOTO Shinya; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki; KAJITA Etsuo; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  33-  "120  -1"-"120-4"  2010/03
• 121 Development of seismic retrofitting method for existing wooden house using ultravioletrayed-hardening FRP : Part6 Test of Reinforcement of Low-Strength Plain Concrete footing

  IKEDA Yuki; NOSAKI Hayato; MATSUMOTO Shinya; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki; KAJITA Etsuo; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  33-  "121  -1"-"121-4"  2010/03
• 122 Development of seismic retrofitting method for the existing wooden house using ultravioletrayed-hardening FRP : Part 7 In-plane shearing test for the timber frame structure

  MATSUMOTO Shinya; NOZAKI Hayato; IKEDA Yuki; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki; KAJITA Etsuo; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  33-  "122  -1"-"122-4"  2010/03
• 219 Experimental study on deformation behavior for beam-column joints of traditional timber structure

  HANDA Naoya; MATSUMOTO Shinya; FUJITANI Yoshinobu  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  33-  "219  -1"-"219-4"  2010/03
• 220 Development of Dynamic Seismic Diagnosis Technique for Existing Wood House : Inspect of Experiment House in Kinki University

  MOTOKAWA Eiji; FUJII Daiji; MATSUMOTO Shinya; OHTA Kazuhiko  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  33-  "220  -1"-"220-4"  2010/03
• 228 The Examination of the Vibration characteristic of the building which carried out seismic reinforcement

  EBIHARA masashi; TAKEDA junya; MATSUMOTO shinya; MIURA kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  33-  "228  -1"-"228-4"  2010/03
• QUALITY OF CONCRETE OF RC BUILDING BUILT AT HIROSHIMA CITY IN EARLY SHOWA ERA AND ITS DETERIORATION BY ATOMIC BOMB

  沢木大介; 松本慎也; 大久保孝昭  セメント・コンクリート論文集  63-  (63)  340  -346  2010/02
• 紫外線硬化型FRPによる既存木造住宅の耐震補強工法の開発 その3 コンクリート基礎まで連続させた仕口補強の要素実験

  富田泰宇; 池田祐樹; 野崎隼人; 松本慎也; 藤本郷史; 大久保孝昭; 渡辺康明; 流田靖博  日本建築学会学術講演梗概集A-1 材料施工  2009-  361  -362  2009/07
• 紫外線硬化型FRPによる既存木造住宅の耐震補強工法の開発 その4 無筋低強度コンクリート基礎の補強

  池田祐樹; 富田泰宇; 野崎隼人; 松本慎也; 藤本郷史; 大久保孝昭; 渡辺康明; 流田靖博  日本建築学会学術講演梗概集A-1 材料施工  2009-  363  -364  2009/07
• 1181 Development of seismic retrofitting method for the existing wooden house using ultravioletrayed-hardening FRP : Part3 Elemental experiments of reinforced joint connected with footing

  TOMITA Yasutaka; IKEDA Yuki; NOSAKI Hayato; MATSUMOTO Shinya; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki; RYUDA Yasuhiro  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2009-  361  -362  2009/07
• 1182 Development of seismic retrofitting method for existing wooden house using ultravioletrayed-hardening FRP : Part4 Reinforcement of Low-Strength Plain Concrete Footing

  IKEDA Yuki; TOMITA Yasutaka; NOSAKI Hayato; MATSUMOTO Shinya; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki; RYUDA Yasuhiro  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2009-  363  -364  2009/07
• 105 Evaluation of Wall Repairing Method for Cracks with Movement : Part3 Experimental Evaluation Method of Wall Repairing Materials for Cracks with Movement

  LAI Mingfeng; OHKUBO Taka-aki; FUJIMOTO Satoshi; MATSUMOTO Shinya; RYUDA Yasuhiro; MORIHAMA Naoyuki  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "105  -1"-"105-4"  2009/03
• 106 The Development of the Repair Method for Insulating at exterior wall and opening

  MATSUO Ayako; FUJIMOTO Satoshi; MATSUMOTO Shinya; OHKUBO Taka-aki; MATSUMOTO Yoshimasa  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "106  -1"-"106-4"  2009/03
• 114 Development of seismic retrofitting method for existing wooden house using ultravioletrayed-hardening FRP : Part3 Elemental experiments of reinforced joint connected with footing

  TOMITA Yasutaka; IKEDA Yuki; MATSUMOTO Shinya; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki; KAJITA Etsuo; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "114  -1"-"114-4"  2009/03
• 115 Development of seismic retrofitting method for existing wooden house using ultravioletrayed-hardening FRP : Part4 Reinforcement of Low-Strength Plain Concrete Footing

  IKEDA Yuki; TOMITA Yasutaka; MATSUMOTO Shinya; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki; KAJITA Etsuo; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "115  -1"-"115-4"  2009/03
• 1401 Simplified Evaluation Method for Seismic Wave Amplification of the Site with Irregular Topography and Geometry

  KUMAGAI Hiroto; MATSUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1401  -1"-"1401-4"  2009/03
• 1402 The Amplification Characteristics of Ground Motions on Slopes

  KAMEI Miki; MATSUMOTO Shinya; CHUNG Seunghwa; KANNO Tatsuo; KUMAGAI Hiroto; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1402  -1"-"1402-4"  2009/03
• 1403 Estimation of Site Amplification Factors for Seismic Stations in Chugoku Districts Based on Spectral Inversion Technique

  TAKEDA Junya; KURANO Satoru; FUKUOKA Toshihiko; MTSUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1403  -1"-"1403-4"  2009/03
• 1404 Nonlinear Characteristic Evaluation at Strong Ground Motion Observation Points using H/V Spectral ratios

  UTSUMI Yoshihito; FUKUYAMA Miho; FUKUOKA Toshihiko; MATSUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1404  -1"-"1404-4"  2009/03
• 1405 Dynamic Shear Modulus of The Surface Subsoil evaluated from Earthquake Motion Records

  FUKUYAMA Miho; MATSUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1405  -1"-"1405-4"  2009/03
• 1406 Characteristics of Vertical Component of Strong Ground Motion Observed in Near-Fault Area

  MITHUHATA Akitaka; FUKUYAMA Miho; OOMAE Minoru; MATSUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1406  -1"-"1406-4"  2009/03
• 1407 Evaluation of Method for Vertical Component of Earthquake Ground Motion Applied in Seismic Design

  OOMAE Minoru; MATHUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1407  -1"-"1407-4"  2009/03
• 1408 Directivity Effects of Seismic Fault Evaluated from Earthquake Records : Part2 Examination for Recent Dip-Slip type earthquake

  KURANO Satoru; KANNO Tatsuo; MATSUMOTO Shinya; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1408  -1"-"1408-4"  2009/03
• 1409 Interpolation of JMA Seismic Intensity using H/V Spectral Ratios of Microtremors : Part7: An accuracy validation at earthquake motion observation points in Chugoku district

  CHUNG Seunghwa; KANNO Tatsuo; FUJIMOTO Norimasa; KUMAGAI Chiyoshi; FUJII Yusuke; MIURA Kenji; MATSUMOTO Sinya  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1409  -1"-"1409-4"  2009/03
• 1410 Interpolation of JMA Seismic Intensity using H/V Spectral Ratios of Microtremors : Part8: The examination of making application sophisticate

  FUJIMOTO Norimasa; KANNO Tatsuo; CHUNG Seunghwa; KUMAGAI Chiyoshi; FUJII Yusuke; MIURA Kenji; MATSUMOTO Shinya  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1410  -1"-"1410-4"  2009/03
• 1411 Interpolation of JMA Seismic Intensity using H/V Spectral Ratios of Microtremors : Part9: Effect of Nonlinear Ground Responses For JMA Seismic Intensity

  FUJII Yusuke; FUJIMOTO Norimasa; CHUNG Seunghwa; MATSUMOTO Shinya; KANNO Tatsuo; KUMAGAI Chiyoshi; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1411  -1"-"1411-4"  2009/03
• 1412 Study on Relation Between Expression of Attenuation and Ground Motion Based on Recorded Data in The Chugoku District

  YOSHIDA Takamasa; MATSUMOTO Shinya; KURANO Satoru; KANNO Tatsuo; OOMAE Minoru; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1412  -1"-"1412-4"  2009/03
• 1413 Strain Dependency of Damping Factor Using Severe Seismic Motion Records

  FUKUOKA Toshihiko; MATSUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1413  -1"-"1413-4"  2009/03
• 1414 Correlation of Intensity Index of Earthquake Motion in Closely-located two Seismograph Stations

  OKAZAKI Keiko; MATSUMOTO Shinya; KURANO Satoru; KANNO Tatsuo; FUKUYAMA Miho; MIURA Kenji; FUJII Yusuke  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1414  -1"-"1414-4"  2009/03
• 1415 Earthquake response analysis of traditional wooden housing based on the full scale vibration test

  HOKKYO Atsushi; MATSUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1415  -1"-"1415-4"  2009/03
• 1416 Microtremor Measurement for Seismic Performances of Houses

  HAYAMIZU Rina; KANNO Tatsuo; HOKKYO Atsushi; MIURA Kenji; MATSUMOTO Shinya; ARAKI Hideo; KAMIKUBO Syoichi  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1416  -1"-"1416-4"  2009/03
• 1417 Dynamic characteristics of traditional wooden houses existing in HIGASHIHIROSHIMA based on the microtremor measurements

  TOYOTA Mitsuki; KANNO tatsuo; HOKKYO Atsushi; MIURA kenji; MATSUMOTO shinya  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  32-  "1417  -1"-"1417-4"  2009/03
• QUALITY OF CONCRETE OF RC BUILDING BUILT AT HIROSHIMA CITY IN EARLY SHOWA ERA AND ITS DETERIORATION BY ATOMIC BOMB

  SAWAKI Daisuke; MATSUMOTO Shinya; OKUBO Takaaki  Cement Science and Concrete Technology  63-  (1)  340  -346  2009
• 1128 The Development of the Repair Method for Preventing Condensation and Insulating at Opening

  MATSUO ayako; OHKUBO Taka-aki; FUJIMOTO satoshi; ARINAGA Suenori; CUI Jun  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2008-  255  -256  2008/07
• 下地コンクリートに拘束される仕上げモルタルのひび割れ制御に関する研究

  鵜野太一; 大久保孝昭; 松本慎也; 藤本郷史  日本建築学会学術講演梗概集A-1 材料施工  2008-  165  -166  2008/07
• 紫外線硬化型FRPによる既存木造住宅の耐震補強工法に関する研究 その1 研究の概要と基礎実験

  池田祐樹; 富田泰宇; 松本慎也; 藤本郷史; 大久保孝昭; 渡辺康明  日本建築学会学術講演梗概集A-1 材料施工  2008-  263  -264  2008/07
• ひび割れ補修材の評価に関する基礎的研究

  LAI Mingfeng; 大久保孝昭; 松本慎也; 藤本郷史; 流田靖博; 森濱直之  日本建築学会学術講演梗概集A-1 材料施工  2008-  239  -240  2008/07
• 紫外線硬化型FRPによる既存木造住宅の耐震補強工法の開発 その2 接合部引張実験

  富田泰宇; 池田祐樹; 松本慎也; 藤本郷史; 大久保孝昭; 渡辺康明  日本建築学会学術講演梗概集A-1 材料施工  2008-  265  -266  2008/07
• 1133 Study on seismic retrofitting method for the existing wooden house using ultravioletrayed-hardening FRP : Part 2 Tensile strength-test of the joint elements

  TOMITA Yasutaka; IKEDA Yuki; MATSUMOTO Shinya; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2008-  265  -266  2008/07
• 1132 Study on seismic retrofitting method for the existing wooden house using ultravioletrayed-hardening FRP : Part 1 Research outline and basic experiments

  IKEDA Yuki; TOMITA Yasutaka; MATSUMOTO Shinya; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2008-  263  -264  2008/07
• 1120 The Basic Study on The Evaluation of Repairing Method for Cracks of Wall

  LAI Mingfeng; OHKUBO Takaaki; MATUMOTO Shinya; FUJIMOTO Satoshi; RYUDA Yasuhiro; MORIHAMA Naoyuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2008-  239  -240  2008/07
• 1083 Study on Crack Control of Finishing Mortar Restrained by Concrete

  UNO Taichi; OHKUBO Taka-aki; MATSUMOTO Shinya; FUJIMOTO Satoshi  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2008-  165  -166  2008/07
• 103 Influence upon Adhesive Strength of Finishing Mortar by Surrounding Confinement

  JINNO Takanori; OHKUBO Taka-aki; MATSUMOTO Shinya; FUJIMOTO Satoshi  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "103  -1"-"103-4"  2008/03
• 108 Evaluation of Wall Repairing Method for Cracks with Movement : Part 2 Experimental Evaluation Method of Wall Repairing Materials for Cracks with Movement

  MORIHAMA Naoyuki; LAI Mingfeng; OHKUBO Taka-aki; MATSUMOTO Shinya; FUJIMOTO Satoshi; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "108  -1"-"108-4"  2008/03
• 112 Development of earthquake strengthening method for the existing wooden house using ultravioletrayed-hardening FRP : Part 2 Experiments of the joint elements

  TOMITA Yasutaka; MATSUMOTO Shinya; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki; KAJITA Etsuo; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "112  -1"-"112-4"  2008/03
• 113 Application of Wireless Three Axis Acceleration Sensor and RFIDD Tags for Building Vibration Monitoring System

  MIYAMARU Fumie; OHKUBO Takaaki; MATSUMOTO Shinya; FUJIMOTO Satoshi  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "113  -1"-"113-4"  2008/03
• 275 Accurzcy verification and improvement of Random Decrement Technique using observed record : Part 2 Application of Random Decrement Technique using iterative calculation to observed microtremors

  OOIWA Kazusa; MATSUMOTO Shinya; HOKKYO Atsushi; KANNO Tatsuo; KOBAYASHI Shinsuke; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "275  -1"-"275-4"  2008/03
• 277 Examinations of Applying The Random Decrement Technique to Evaluations of Damping Factor of Ground : Part 1 Examinations Using Simulations

  KURANO Satoru; KANNO Tatsuo; KOBAYASHI Shinsuke; MIURA Kenji; MATSUMOTO Shinya  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "277  -1"-"277-4"  2008/03
• 1406 Ground Seism Characteristic Evaluation In The Sloping Land With The Subdivision

  KUMAGAI Hiroto; MATSUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "1406  -1"-"1406-4"  2008/03
• 1407 Estimation of Damping Factor of Soil in Chugoku, Shikoku Districts

  KOIGUCHI Yukari; MATSUMOTO shinya; OOMAE minoru; KANNO tatuo; KANEDA natsumi; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "1407  -1"-"1407-4"  2008/03
• 1408 Estimation of underground structure using time-distance curve based on PS logging data and earthquake motion records

  KANEDA Natsumi; MATSUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "1408  -1"-"1408-4"  2008/03
• 1411 Interpolation of JMA Seismic Intensity using H/V Spectral Ratios of Microtremors : Part5: Examination of limit of application

  FUJII Yusuke; FUKUOKA Toshihiko; MATSUMOTO Shinya; KANNO Tatsuo; KUMAGAI Chiyoshi; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "1411  -1"-"1411-4"  2008/03
• 1413 The Consideration on The Relationship between Vertical Motion and Horizontal Motion Component of The Strong-Motion Earthquake Record

  OOMAE Minoru; MATSUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "1413  -1"-"1413-4"  2008/03
• 1412 Interpolation of JMA Seismic Intensity using H/V Spectral Ratios of Microtremors : Part 6: The examination of the practicability in the urban district in Kure City

  FUKUOKA Toshihiko; KANNO Tatsuo; FUJII Yusuke; KUMAGAI Chiyoshi; MATSUMOTO Shinya; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "1412  -1"-"1412-4"  2008/03
• 1409 Nonlinear Characteristic Evaluation of The Surface Subsoil Based on The Seismic Observation Record

  FUKUYAMA Miho; OOMAE Minoru; KANEDA Natsumi; MATSUMOTO Shinya; KANNO Tatsuo; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "1409  -1"-"1409-4"  2008/03
• 278 Accuracy verification and improvement of Random Decrement Technique using the observation record : Part 1 The proposal of Random Decrement Technique using iterative calculation

  HOKKYO Atsushi; MATSUMOTO Shinya; Oiwa Kazusa; KANNO Tatsuo; KOBAYASHI Shinsuke; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "278  -1"-"278-4"  2008/03
• 107 Evaluation of wall repairing method for cracks with movement : Part 1 The evaluation about the crack movement and the suggestion about miniaturizing the equipment testing machine

  LAI Mingfeng; MORIHAMA Naoyuki; OHKUBO Taka-aki; MATSUMOTO Shinya; HUJIMOTO satoshi; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "107  -1"-"107-4"  2008/03
• 1410 Evaluation of Site Effects at Strong Ground Motion Observation Sites in Chugoku District

  MITSUYASU Atsushi; FUJI Yusuke; HUKUOKA Toshihiko; KUMAGAI Hiroto; MATSUMOTO Shinya; KANNO Tatsuo; KUMAGAI Chiyoshi; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "1410  -1"-"1410-4"  2008/03
• 1405 Effect of Cliff on JMA Seismic Intensity

  CHUNG Seunghwa; MATSUMOTO Shinya; KUMAGAI Hiroto; KANNO Tatsuo; FUKUOKA Toshihiko; MIURA Kenji  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "1405  -1"-"1405-4"  2008/03
• 279 Examiniations of Applying The Random Decrement Technique to Evaluations of Damping Ratios of Ground : Part 2 Examinations Using Microtremors of Ground

  KOBAYASHI Shinsuke; KANNO Tatsuo; KURANO Satoru; MIURA Kenji; MATSUMOTO Shinya  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "279  -1"-"279-4"  2008/03
• 111 Development of earthquake strengthening method for the existing wooden house using ultravioletrayed-hardening FRP : Part 1 Research outline and basic experiments

  MATSUMOTO Shinya; TOMITA Yasutaka; FUJIMOTO Satoshi; OHKUBO Taka-aki; WATANABE Yasuaki; KAJITA Etsuo; RYUDA Yasuhiro  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "111  -1"-"111-4"  2008/03
• 110 The Development of the Repair Method for Preventing Condensation and Insulating at Opening

  MATSUO ayako; OHKUBO Taka-aki; MATSUMOTO Shinya; FUJIMOTO satoshi; ARINAGA Suenori; CUI Jun  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "110  -1"-"110-4"  2008/03
• 102 Fundamental Study on Shrinkage Cracking of finishing mortar Restrained by Concrete : Part 2 Study on some specifications

  SAKASHITA Akira; OHKUBO Taka-aki; MATSUMOTO Shinya; FUJIMOTO Satoshi  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "102  -1"-"102-4"  2008/03
• 101 Fundamental Study on Shrinkage Cracking of Finishing Mortar Restrained by Concrete : Part 1 Influence of the Executing Time of the Year

  OHKUBO Takaaki; SAKASHITA Akira; MATSUMOTO Shinya; FUJIMOTO Satoshi  Proceedings of annual research meeting Chugoku Chapter, Architectural Institute of Japan (AIJ)  31-  "101  -1"-"101-4"  2008/03
• 能登半島地震における木造建物の詳細調査と限界耐力計算結果

  中治弘行; 松本慎也; 向坊恭介; 宮本慎宏; 鈴木祥之  日本地震工学会大会梗概集  5th-  428  -429  2007/11
• 立体架構モデルを用いた伝統構法木造建物の地震応答解析に関する研究

  松本慎也; 鈴木祥之  日本地震工学会大会梗概集  5th-  292  -293  2007/11
• 外気環境変化に伴う左官モルタル仕上げ壁のひずみ挙動に関する基礎研究

  根本かおり; 大久保孝昭; 松本慎也  日本建築学会学術講演梗概集A-1 材料施工  2007-  669  -670  2007/07
• 伝統軸組構法木造建物のE‐ディフェンス震動台実験(その4)標準試験体の応答性状

  向坊恭介; 川上沢馬; 中治弘行; 山田耕司; 松本慎也; 鈴木祥之  日本建築学会学術講演梗概集C-1 構造3  2007-  521  -522  2007/07
• 建築開口部の防露・断熱改修工法の開発に関する基礎的研究

  松尾彩子; 大久保孝昭; 松本慎也; 在永末徳; 崔軍  日本建築学会学術講演梗概集A-1 材料施工  2007-  1023  -1024  2007/07
• 仕上げ材表面色や外部拘束が左官モルタルの接着一体性に及ぼす影響

  神野貴紀; 坂下明; 松本慎也; 大久保孝昭  日本建築学会学術講演梗概集A-1 材料施工  2007-  673  -674  2007/07
• 伝統軸組構法木造建物のE‐ディフェンス震動台実験のシミュレーション(その2)簡易復元力モデルによる土台仕様の場合

  鈴木三四郎; 山田明; 鈴木祥之; 山田耕司; 石川浩一郎; 向井洋一; 松本慎也  日本建築学会学術講演梗概集C-1 構造3  2007-  533  -534  2007/07
• ひび割れ補修工法の評価に関する基礎的研究 その1 ひび割れ補修の簡易な診断方法

  LAI Mingfeng; 森濱直之; 大久保孝昭; 松本慎也; 流田靖博  日本建築学会学術講演梗概集A-1 材料施工  2007-  1229  -1230  2007/07
• 伝統軸組構法木造建物のE‐ディフェンス震動台実験のシミュレーション(その1)多質点系振動モデルの適用性と留意点の検討

  河野藤志之; 石川浩一郎; 鈴木祥之; 鈴木三四郎; 山田耕司; 向井洋一; 松本慎也  日本建築学会学術講演梗概集C-1 構造3  2007-  531  -532  2007/07
• 寺院建築物における伝統木造軸組の構造力学特性のモデル化による地震応答解析

  前野将輝; 松本慎也; 鈴木祥之  日本建築学会学術講演梗概集C-1 構造3  2007-  449  -450  2007/07
• 二重窓の断熱・遮熱効果に関する研究 その3 シミュレーションツールの開発とその精度検証

  CUI Jun; 在永末徳; 大久保孝昭; 松本慎也; 池上智久  日本建築学会学術講演梗概集D-2 環境工学2  2007-  157  -158  2007/07
• 建築工事におけるRFID技術を活用した進捗管理システムの構築に関する研究

  宮丸史江; 松本慎也; 大久保孝昭  日本建築学会学術講演梗概集A-1 材料施工  2007-  571  -572  2007/07
• 伝統軸組構法木造建物のE‐ディフェンス震動台実験(その3)パンケーキ・モデルによる応答解析

  山田耕司; 鈴木祥之; 鈴木三四郎; 石川浩一郎; 向井洋一; 松本慎也; 向坊恭介  日本建築学会学術講演梗概集C-1 構造3  2007-  535  -536  2007/07
• RC建築物における仕上モルタルのひび割れ制御に関する研究 その1 モルタルの収縮特性に対する基礎実験

  坂下明; 神野貴紀; 大久保孝昭; 松本慎也  日本建築学会学術講演梗概集A-1 材料施工  2007-  665  -666  2007/07
• RC建築物における仕上モルタルのひび割れ制御に関する研究 その2 解析的検討

  松本慎也; 坂下明; 神野貴紀; 大久保孝昭  日本建築学会学術講演梗概集A-1 材料施工  2007-  667  -668  2007/07
• 伝統軸組構法木造建物のE‐ディフェンス震動台実験のシミュレーション(その4)立体弾性時刻歴解析による地震力伝達機構の解明

  小林佑奈; 石川浩一郎; 鈴木祥之; 鈴木三四郎; 山田耕司; 向井洋一; 松本慎也  日本建築学会学術講演梗概集C-1 構造3  2007-  537  -538  2007/07
• ひび割れ補修工法の評価に関する基礎的研究 その2 ひび割れ挙動に対する各種補修材の追従性

  森濱直之; LAI Mingfeng; 大久保孝昭; 松本慎也; 流田靖博  日本建築学会学術講演梗概集A-1 材料施工  2007-  1231  -1232  2007/07
• 22225 Seismic Response Analysis of Traditional Wooden Frames like Temples Based on Modeling of their Structural Characteristics

  MAENO Masaki; MATSUMOTO Shinya; SUZUKI Yoshiyuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2007-  449  -450  2007/07
• 22261 Vibration Tests of Traditional Wooden Buildings by E-Defense Shaking Table : Part 4 Response Characteristics of Standard Specimen

  MUKAIBO Kyosuke; KAWAKAMI Takuma; NAKAJI Hiroyuki; YAMADA Koji; MATSUMOTO Shinya; SUZUKI Yoshiyuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2007-  521  -522  2007/07
• 22266 Simulations of the Vibration Tests of E-Defense of Traditional Wooden Houses : Part 1 Elasto-Plastic Time History Analyses using by Multi-Degree of Freedom Mass-Stiffness System

  KONO T; ISHIKAWA K; SUZUKI Y; SUZUKI S; YAMADA K; MUKAI Y; MATSUMOTO S  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2007-  531  -532  2007/07
• 22267 Simulations of the Vibration Tests of E-Defense of Traditional Wooden Houses : Part 2 Simulation of the Sill Case with Simple Restoring-force Models

  SUZUKI S; YAMADA A; SUZUKI Y; YAMADA K; ISHIKAWA K; MUKAl Y; MATSUMOTO S  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2007-  533  -534  2007/07
• 22268 Simulations of the Vibration Tests of E-Defense of Traditional Wooden Houses : Part 3 Analysis of Pancake Model

  Yamada K; Suzuki Y; Suzuki S; Ishikawa K; Mukai Y; Matsumoto S; Mukaibou K  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2007-  535  -536  2007/07
• 22269 Simulations of the Vibration Tests of E-Defense of Traditional Wooden Houses : Part 4 Dynamic Characteristics of Spatial Roof Structures by Time History Elastic Analysis

  KOBAYASHI Y; ISHIKAWA K; SUZUKI Y; SUZUKI S; YAMADA K; MUKAI Y; MATSUMOTO S  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2007-  537  -538  2007/07
• 41079 A Study about Insulation Performance of a Double Window : Part 3 Development of a Simulation Tool and the Precision Inspection

  CUI Jun; ARINAGA Suenori; OHKUBO Takaaki; MATSUMOTO Shinya; IKEGAMI Tomohisa  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. D-2, Environmental engineering II, Heat, moisture, thermal comfort, natural energy, air flow, ventilation, smoke exhaustion, computational fluid dynamics, indoor air quality  2007-  157  -158  2007/07
• 1278 A Basic Study on Applying Technologies of RFID for Building Construction

  MIYAMARU Fumie; MATSUMOTO Shinya; OHKUBO Takaaki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2007-  571  -572  2007/07
• 1325 Study on Crack control for the finishing mortar of RC Building : Part 1 Basic experiment for shrinkage property of finishing mortar

  SAKASHITA Akira; JINNO Takanori; OHKUBO Takaaki; MATSUMOTO Shinya  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2007-  665  -666  2007/07
• 1326 Study on Crack control for the finishing mortar of RC Building : Part 2 Analytical study

  MATSUMOTO Shinya; SAKASHITA Akira; JINNO Takanori; OHKUBO Taka-aki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2007-  667  -668  2007/07
• 1327 Fundamental Study on The Influence of Outside Temperature-Humidity Change to The Differential Movement of Finishing Mortared Wall

  Nemoto Kaori; Ohkubo Takaaki; Maysumoto shinya  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2007-  669  -670  2007/07
• 1329 Study on Influence upon Adhesive Strength of Finishing Mortar by Surface Color or External Restraining

  JINNO Takanori; SAKASHITA Akira; MATSUMOTO Shinya; OHKUBO Taka-aki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2007-  673  -674  2007/07
• 1504 Basic Study on the Development of the Repair Method for the Preventing Condensation and Insulating at Opening

  MATSUO Ayako; OHKUBO Taka-aki; MATSUMOTO Shinya; ARINAGA Suenori; SAI Gun  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2007-  1023  -1024  2007/07
• 1607 The Basic Study on The Evaluation of Repairing Method for Cracks of Wall : Part 1 The Evaluating Method for Repairing Result

  LAI Mingfeng; MORIHAMA Naoyuki; OHKUBO Takaaki; MATSUMOTO Shinya; RYUDA Yasuhiro  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2007-  1229  -1230  2007/07
• 1608 The Basic Study on the Evaluation of Repairing Method for Cracks of Wall : Part 2 The Performance of Some Repairing Materials to the Crack Movement

  MORIHAMA Naoyuki; LAI Mingfeng; OHKUBO Takaaki; MATUMOTO Shinya; RYUDA Yasuhiro  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2007-  1231  -1232  2007/07
• Frame Analysis Based on Modeling of Structural Characteristics in Traditional Wooden Frames like Temples

  前野将輝; 鈴木祥之; 松本慎也  京都大学防災研究所年報(CD-ROM)  (50)  ROMBUNNO.50B,12  2007/04
• 103 A Simulation of Progress Maintenance on the Applying Technologies of RFID for Interior Construction of Collective Housing

  MIYAMARU Fumie; MATSUMOTO Shinya; OHKUBO Takaaki; KOYAMA Itaru  日本建築学会中国支部研究報告集  30-  9  -12  2007/03
• 104 Study on Establishing the Objective-based Durability Design for Architectural Finishing Materials : Part1 Summary of study and basic experiment for shrinkage property of finishing mortar

  MORITA Sho; SAKASHITA Akira; JINNO Takanori; OHKUBO Takaaki; MATSUMOTO Shinya  日本建築学会中国支部研究報告集  30-  13  -16  2007/03
• 105 Study on Establishing the Objective-based Durability Design for Architectural Finishing Materials : Part2 Basic Experiment on Crack control of mortar

  SAKASHITA Akira; MORITA Sho; JINNO Takanori; OHKUBO Takaaki; MATSUMOTO Shinya  日本建築学会中国支部研究報告集  30-  17  -20  2007/03
• 106 Study on Establishing the Objective-based Durability Design forArchitectural Wet Finishing Materials : Part3 The Fundamental Experiment for Prevention of Segregation between concrete and finishing mortar

  JINNO Takanori; SAKASHITA Akira; MORITA Sho; MATSUMOTO Shinya; OHKUBO Takaaki  日本建築学会中国支部研究報告集  30-  21  -24  2007/03
• 107 Study on Low Cost Attachable Double Window for Thermal Insulation and Condensation Improvement on the House opening : The measuring result in the monitor housing and condensation experiment

  MATSUMOTO Shinya; OHKUBO Takaaki; ARINAGA Suenori; CUI Jun; OZEKI Arata  日本建築学会中国支部研究報告集  30-  25  -28  2007/03
• 108 Study on the Repairing Method for Cracks of Wall : Part1 The Measurement The Crack Movement in The Real Building and proposing air permeability test

  MORIHAMA Naoyuki; KANDA Kenji; OHKUBO Takaaki; MATUMOTO Shinya; RYUDA Yasuhiro  日本建築学会中国支部研究報告集  30-  29  -32  2007/03
• 109 Study on the Repairing Method for Cracks of Wall : Part2 Evaluating of the Performance of Some Repairing Materials

  KANDA Kenji; MORIHAMA Naoyuki; OHKUBO Takaaki; MATSUMOTO Shinya; RYUDA Yasuhiro  日本建築学会中国支部研究報告集  30-  33  -36  2007/03
• 419 A Study about Insulation Performance of a Double Window : Part2 A Survey Investigation about a House in the Middle Season and the Summer Season

  IKEGAMI Tomohisa; ARINAGA Suenori; CUI Jun; OHKUBO Takaaki; MATSUMOTO Shinya; OZEKI Arata  日本建築学会中国支部研究報告集  30-  401  -404  2007/03
• 420 A Study about Insulation Performance of a Double Window : Part2 Analysis by a Model Experiment in the Summer Season

  CUI Jun; ARINAGA Suenori; OHKUBO Takaaki; MATSUMOTO Shinya; IKEGAMI Tomohisa; OZEKI Arata  日本建築学会中国支部研究報告集  30-  405  -408  2007/03
• 挙動のあるひび割れに対する補修工法の特性に関する研究 その1 実構造物におけるひび割れの挙動測定

  森濱直之; 神田憲二; 大久保孝昭; 松本慎也; 根本かおり  日本建築学会学術講演梗概集A-1 材料施工  2006-  555  -556  2006/07
• 無線ICタグ技術活用による建築生産および維持管理の高度化のための基礎実験 その1 無線ICタグの活用に関する一考察

  大久保孝昭; 森達哉; 中島史郎; 松本慎也; 山田人司; 新谷晃崇  日本建築学会学術講演梗概集A-1 材料施工  2006-  819  -820  2006/07
• 無線ICタグ技術活用による建築生産および維持管理の高度化のための基礎実験 その2 リーダー/ライター専用機を用いたPCa部材の情報管理

  山田人司; 森達哉; 大久保孝昭; 松本慎也; 宮丸史江; 杉山央  日本建築学会学術講演梗概集A-1 材料施工  2006-  821  -822  2006/07
• 無線ICタグ技術活用による建築生産および維持管理の高度化のための基礎実験 その4 無線センサに関するフィージビリティスタディ

  神野貴紀; 大久保孝昭; 松本慎也; 宮丸史江; 中島史郎; 吉田智基  日本建築学会学術講演梗概集A-1 材料施工  2006-  825  -826  2006/07
• 木造住宅におけるラスモルタルのひび割れ制御に関する研究 その3 ひび割れ予測解析

  松本慎也; 大久保孝昭; 森田翔; 坂下明  日本建築学会学術講演梗概集A-1 材料施工  2006-  903  -904  2006/07
• 無線ICタグ技術活用による建築生産および維持管理の高度化のための基礎実験 その3 PDAシステムを用いたPCa部材の情報管理実験

  宮丸史江; 神野貴紀; 森達哉; 杉山央; 松本慎也; 大久保孝昭  日本建築学会学術講演梗概集A-1 材料施工  2006-  823  -824  2006/07
• 木造住宅におけるラスモルタルのひび割れ制御に関する研究 その1 ラスの種類の影響とファイバー,ネットの効果

  森田翔; 坂下明; 大久保孝昭; 松本慎也; 山中豊茂  日本建築学会学術講演梗概集A-1 材料施工  2006-  899  -900  2006/07
• 挙動のあるひび割れに対する補修工法の特性に関する研究 その2 ひび割れの開閉に対する補修材の評価

  神田憲二; 森濱直之; 大久保孝昭; 松本慎也; 中島史郎; 濱崎仁  日本建築学会学術講演梗概集A-1 材料施工  2006-  557  -558  2006/07
• 木造住宅におけるラスモルタルのひび割れ制御に関する研究 その2 モルタルの種類の影響

  坂下明; 森田翔; 大久保孝昭; 松本慎也; 山中豊茂  日本建築学会学術講演梗概集A-1 材料施工  2006-  901  -902  2006/07
• 1268 Study on the Property of Repairing Method for Cracks of Wall : Part1 The Measurement The Crack Movement in The Real Building

  MORIHAMA Naoyuki; KANDA Kenji; OHKUBO Takaaki; MATUMOTO Shinya; NEMOTO Kaori  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2006-  555  -556  2006/07
• 1269 Study on the Property of Repairing Method for Cracks of Wall : Part2 Evaluating the Repairing Method for Crack Movement

  KANDA Kenji; MORIHAMA Naoyuki; OHKUBO Takaaki; MATSUMOTO Shinya; NAKAJIMA Shiro; HAMASAKI Hitoshi  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2006-  557  -558  2006/07
• 1340 A Basic Experiment on the Applying Technologies of RFID to Building Production and Maintenance : Part 1 A Consideration about RFID Applying Method

  OHKUBO Takaaki; MORI Tatsuya; NAKAJIMA Shiro; MATSUMOTO Shinya; YAMADA Hitoshi; SHINTANI Terutaka  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2006-  819  -820  2006/07
• 1401 A Basic Experiment on the Applying Technologies of RFID to Building Production and Maintenance : Part2 An Experiment using the IC tag Reader/Writer for PCa Information Management

  YAMADA Hitoshi; MORI Tatsuya; OHKUBO Takaaki; MATSUMOTO Shinya; MIYAMARU Fumie; SUGIYAMA Hisashi  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2006-  821  -822  2006/07
• 1402 A Basic Experiment on the Applying Technologies of RFID to Building Production and Maintenance : Part3 An Experiment of Information Management for the Precast Concrete Members Using the PDA System

  MIYAMARU Fumie; JINNO Takanori; MORI Tatsuya; SUGIYAMA Hisashi; MATSUMOTO Shinya; OHKUBO Takaaki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2006-  823  -824  2006/07
• 11403 A Basic Experiment on the Applying Technologies of RFID to Building Production and Maintenance : Part4 A Feasibility Study for Wireless Sensors

  JINNO Takanori; OHKUBO Takaaki; MATSUMOTO Shinya; MIYAMARU Fumie; NAKAJIMA Shiro; YOSHIDA Tomoki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2006-  825  -826  2006/07
• 1440 Study on Crack Control for Lath mortar of Wooden House : Part 1 The Effect of the Lath, Fiber and Net

  MORITA Sho; SAKASHITA Akira; OHKUBO Taka-aki; MATSUMOTO Shinya; YAMANAKA Toyoshige; NAKAYAMA Masatoshi  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2006-  899  -900  2006/07
• 1441 Study on Crack control for Lath mortar of the Wooden House : Part 2 The Effect of the type of mortar

  SAKASHITA Akira; MORITA Sho; OHKUBO Taka-aki; MATSUMOTO Shinya; YAMANAKA Toyosige  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2006-  901  -902  2006/07
• 1442 Study on Crack Control for Lath mortar of the Wooden House : Part 3 Crack Prediction Analysis

  MATSUMOTO Shinya; OHKUBO Takaaki; MORITA Sho; SAKASHITA Akira  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2006-  903  -904  2006/07
• 101 Experimental Study on the construction method to prevent the crack of Lath mortar of wooden house

  MORITA Sho; OHKUBO Taka-aki; MATSUMOTO Shinya; OKADA Tetsuya; NAKAYAMA Masatoshi; YAMANAKA Toyoshige  日本建築学会中国支部研究報告集  29-  25  -28  2006/03
• 103 Experimental Study on Grading the Efficiency of Repair Method for Cracks of Wall

  KANDA Kenji; OHKUBO Takaaki; MATSUMOTO Shinya; NAKAJIMA Shiro; HAMASAKI Hitoshi; NEMOTO Kaori  日本建築学会中国支部研究報告集  29-  33  -36  2006/03
• 104 Study on Delamination Stress Analysis for Exterior Finish of Buildings under the Thermal Degradation

  MATSUMOTO Shinya; OHKUBO Takaaki; MORITA Sho; KANDA Kenji; NEMOTO Kaori  日本建築学会中国支部研究報告集  29-  37  -40  2006/03
• 105 A Trial Experiment on the Applying Technologies of RFID to the Building Construction

  OHKUBO Takaaki  日本建築学会中国支部研究報告集  29-  41  -44  2006/03
• Frame Analysis Based on Modeling of Structural Characteristics in Traditional Wooden Frames like Temples

  前野 将輝; 鈴木 祥之; 松本 慎也  京都大学防災研究所年報  (50)  117  -131  2006
• 3次元木質構造物のための構造解析モデルに関する研究

  松本慎也; 村上雅英  日本地震工学会大会梗概集  4th-  108  -109  2005/11
• 建築部材の目的指向型耐久設計に関する研究 その12 RC外壁仕上材の剥離剥落防止設計データ

  森田しょう; 大久保孝昭; 松本慎也; 長谷川拓哉; 古賀純子; 根本かおり  日本建築学会学術講演梗概集A-1 材料施工  2005-  25  -26  2005/07
• 住宅の補修に関するユーザーニーズ把握のためのアンケート調査

  神田憲二; 大久保孝昭; 松本慎也; 中島史郎; 浜崎仁; 長谷川拓哉  日本建築学会学術講演梗概集A-1 材料施工  2005-  27  -28  2005/07
• 塑性ヒンジモデルに基づく建築骨組の損傷同定に関する研究

  松本慎也; 大久保孝昭  日本建築学会学術講演梗概集B-2 構造2  2005-  47  -48  2005/07
• 1013 A Study on the Objective-based Durability Design for Building Components : Part 12 The data of for prevention design of delamination between concrete and finishing mortar

  MORITA Sho; OHKUBO Taka-aki; MATSUMOTO Shinya; HASEGAWA Takuya; KOGA Junko; NEMOTO Kaori  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2005-  25  -26  2005/07
• 1014 A Report of Questionnaire Results on the User Needs about Houses Renovation

  KANDA Kenji; OHKUBO Takaaki; MATSUMOTO Shinya; NAKAJIMA Shiro; HAMASAKI Hitoshi; HASEGAWA Takuya  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction  2005-  27  -28  2005/07
• 21024 Damage Identification for Building Frames Based on Plastic Hinge Model

  Matsumoto Shinya; Ohkubo Takaaki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants  2005-  47  -48  2005/07
• 228 Finite Element Analysis of Framed Structures based on Nonlinear Characteristics of Wooden Structures

  SAKAGAMI Shuichi; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  27-  193  -196  2004/03
• 242 Study on the fireproof performance of Wall System using Light-gage Square Shape Steel

  NAKAI Hirokazu; MATSUMOTO Shinya; FUJITANI Yoshinobu; SATOU Masafumi  日本建築学会中国支部研究報告集  27-  249  -252  2004/03
• 252 Study of Optimal Desgin for Frame Structure considering Elasto-plastic characteristics

  FUJIWARA Ryoji; MATSUMOTO Syinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  27-  289  -292  2004/03
• 253 Characteristic of Solutions for the Weight Minimization Problem considering Load-carrying Capacity

  ZHANG Jinku; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  27-  293  -296  2004/03
• 254 Characteristic of Optimal Solution in Strain Energy Maximization Problem and Weight Minimization Problem on The Optimal Design Problem of Framed Structures

  KOREISHI Akira; FUJIWARA Ryoji; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  27-  297  -300  2004/03
• 267 Study on anisotropy of concrete slab with vibration by bang machine

  SAKAMOTO koichiro; TAKAYAMA naoyuki; NISHIMURA hideo; NITTA kitao; MATSUMOTO shinya; FUJITANI yoshinobu  日本建築学会中国支部研究報告集  27-  349  -352  2004/03
• 268 Study on Vibrational Characteristics of Slabs connected with Vertical Members on Structures

  TAKAYAMA Naoyuki; SAKAMOTO Kouichirou; MOMINOKI Hiroyuki; MATUMOTO Shinya; NITTA Kitao; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  27-  353  -356  2004/03
• Evaluation of the viewing areas of a stereoscopic LED display with a parallax barrier using real-time measurement of the viewer's position

  MATSUMOTO S.; YAMAMOTO H.; HAYASAKI Y.; NISHIDA N.  電気学会研究会資料. EDD, 電子デバイス研究会  2004-  (1)  33  -36  2004/01
• STUDY ON THE VIBRATIONAL CHARACTERISTICS OF SLAB ON VOID RAHMEN STRUCTURES : Effect of vibrational characteristics of partition walls in building structures(Structures)

  NITTA Kitao; MOMINOKI Hiroyuki; SAKATA Norihiko; TAKAYAMA Naoyuki; MATSUMOTO Shinya; FUJITANI Yoshinobu  Journal of architecture and building science  18-  (18)  105  -108  2003/12  [Refereed]
  
• 筋かい付き木造架構の弾塑性解析に関する基礎的特性

  坂上修一; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集C-1 構造3  2003-  325  -326  2003/07
• 建築骨組の耐力最大化問題における最適解の基礎的特性に関する研究

  是石晃; 藤原亮二; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2003-  299  -300  2003/07
• 軽量角型鋼管における振れ止め材の効果に関する研究

  中井博和; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2003-  245  -246  2003/07
• 剛棒ばねモデルによる骨組解析法の基礎的特性に関する研究

  XI Y; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2003-  331  -332  2003/07
• L型ボイド材による中空スラブのひび割れ特性に関する研究

  新田貴太男; 池田秀樹; 高山直行; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集C-2 構造4  2003-  383  -384  2003/07
• ブレースを有する鋼構造骨組の最適設計に関する研究

  ZHANG J; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2003-  295  -296  2003/07
• 半剛接建築骨組の最適設計問題における解の特性に関する研究

  村田裕志; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2003-  287  -288  2003/07
• ハーフプレキャスト中空スラブの振動特性に関する研究

  坂本康一郎; 山本利臣; 高山直行; 松本慎也; 新田貴太男; 藤谷義信  日本建築学会学術講演梗概集C-2 構造4  2003-  379  -380  2003/07
• 間仕切壁がボイドラーメン構造におけるスラブの振動特性に及ぼす影響

  高山直行; 椴木浩行; 新田貴太男; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集C-2 構造4  2003-  381  -382  2003/07
• 半剛接合部を有する建築骨組の重量最小化問題に関する研究

  松本慎也; 春日康博; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2003-  289  -290  2003/07
• 20123 Study for Effects on Steady Brace of Light-gage Square Shape Steel Pipe

  NAKAI Hirokazu; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2003-  245  -246  2003/07
• 20144 Study about Property of Solution on Optimal Design for Semi-rigid Framed Structures

  MURATA Hiroshi; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2003-  287  -288  2003/07
• 20145 Study on the Minimum Weight Problem of Building Structures with Semi-rigid Connections

  MATSUMOTO Shinya; KASUGA Yasuhiro; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2003-  289  -290  2003/07
• 20148 Study on the Optimal Design of Steel Framed Structures with Braces

  ZHANG Jinku; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2003-  295  -296  2003/07
• 20149 A Formulation of Optimal Design for Frame Structure with Strain Energy Function under constant displacement contraction

  FUJIWARA Ryoji; MATSUMOTO Syinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2003-  297  -298  2003/07
• 20150 Stady on Basic Characteristic of Optimal Solution in Strength : Maximization Problem of Framed

  KOREISHI Akira; FUJIWARA Ryoji; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2003-  299  -300  2003/07
• 20166 Study on The Basic Property of Frame Analysis by the Rigid Bar Model

  XI Yang; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2003-  331  -332  2003/07
• 22163 Basic Characteristic on Elasto-plastic Analysis of Wooden Framework Structures with Brace

  SAKAGAMI Shuichi; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2003-  325  -326  2003/07
• 23190 Study on Vibration Characteristics of Half Pre-Cast Void Slabs

  SAKAMOTO koichiro; YAMAMOTO toshiomi; TAKAYAMA naoyuki; MATSUMOTO shinya; NITTA kitao; FUJITANI yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  2003-  379  -380  2003/07
• 23191 Effects on the Vibrational Characteristics of Slab on Void Rahmen Structure by Partition Walls

  TAKAYAMA naoyuki; MOMINOKI hiroyuki; NITTA kitao; MATSUMOTO shinya; FUJITANI yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  2003-  381  -382  2003/07
• 23192 Study on Cracking Characteristics of Void Slab with L-Shaped member

  NITTA kitao; IKEDA hideki; TAKAYAMA naoyuki; MATSUMOTO shinya; FUJITANI yosinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  2003-  383  -384  2003/07
• L型ボイド内蔵スラブの開発

  新田貴太男; 池田秀樹; 坂田憲彦; 高山直行; 松本慎也; 藤谷義信  日本建築学会技術報告集  17-  (17)  141  -145  2003/06
• 206 Elasto-plastic Analysis of Wooden Framework Structures : Part 1 Modeling for Brace Frame

  SAKAGAMI Shuichi; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  26-  123  -126  2003/03
• 207 Elasto-plastic Analysis of Wooden Framework Structures : Part 2 Modeling for Nailed Shear Walls

  MATSUMOTO Shinya; SAKAGAMI Shuichi; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  26-  127  -130  2003/03
• 209 Study on Rocking Column on Traditional Timber Multi-Storied Pagodas

  UEDA Harunobu; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  26-  135  -138  2003/03
• 251 Elasto-Plastic Analysis Method of Reinforced Concrete Structures using Fiber Model

  UMEDA Satoshi; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  26-  301  -304  2003/03
• 252 Study of Optimal Design for Elasto-Plastic Frame Structure with Strain Energy : Part 1, Optimal Formulation by Strain Energy

  FUJIWARA Ryoji; MATSUMOTO Syinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  26-  305  -308  2003/03
• 253 Characteristic of Optimal Solution in Strength Maximization Problem of Framed Structures : Comparison of The Solution by Plastic Hinge Method and Limit Analysis

  KOREISHI Akira; FUJIWARA Ryoji; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  26-  309  -312  2003/03
• 254 Study about Property of Solution on Optimal Design for Framed Structures

  MURATA Hiroshi; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  26-  313  -316  2003/03
• 255 Study of Optimal Shape Analysis for Frame Membrane Structure

  TOYOTA Tomoaki; MATUMOTO Shinya; FUJITANI Yoshinobu; YAMADA Hiroyoshi  日本建築学会中国支部研究報告集  26-  317  -320  2003/03
• 256 Study on the Optimal Design of Steel Framed Structures by Limit Strength Method

  JINKU Zhang; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  26-  321  -324  2003/03
• 257 Study on Large Deformation Problem of Light-gage Square Shape Steel Pipe Framework Structure

  NAKAI Hirokazu; MATSUMOTO Shinya; FUJITANI Yoshinobu; SATOU Masafumi  日本建築学会中国支部研究報告集  26-  325  -328  2003/03
• 269 Study on evaluation of primary rigidity and characteristic of clack of L-shaped void slab

  NITTA Kitao; SAKATA Norihiko; SAKAMOTO Koichiro; TAKAYAMA Naoyuki; IKEDA Hideki; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  26-  373  -376  2003/03
• 270 Study on evaluation of primary rigidity and characteristic of clack of L-shaped void slab

  SAKATA Norihiko; SAKAMOTO Koichiro; TAKAYAMA Naoyuki; IKEDA Hideki; MATSUMOTO Shinya; FUJITANI Yoshinobu; NITTA Kitao  日本建築学会中国支部研究報告集  26-  377  -380  2003/03
• 271 Study on Vibration Characteristics of Half Pre-Cast Void Slabs

  SAKAMOTO koichiro; YAMAMOTO toshiomi; TAKAYAMA naoyuki; MATSUMOTO sinya; SAKATA norihiko; FUJITANI yosinobu; NITTA kitao  日本建築学会中国支部研究報告集  26-  381  -384  2003/03
• 272 Study on the Vibrational Characteristics of Void Slab on Void Rahmen Structures

  TAKAYAMA Naoyuki; SAKATA Norihiko; SAKAMOTO Kouichirou; SHIKAKURA Junji; MATUMOTO Shinya; FUJITANI Yoshinobu; NITTA Kitao  日本建築学会中国支部研究報告集  26-  385  -388  2003/03
• A Study for Optimization Problem with Elasto-Plastic Frame. Strain Energy Formulation.

  藤原亮二; 松本慎也; 藤谷義信  理論応用力学講演会講演論文集  52nd-  257  -258  2003/01
• STUDY ON VIBRATIONAL CHARACTERISTICS OF VOID SLAB : Effect of vibrational characteristics of partition walls in building structures

  NITTA Kitao; MOMINOKI Hiroyuki; SAKATA Norihiko; SAKAMOTO Koichiro; MATSUMOTO Shinya; FUJITANI Yoshinobu  Journal of architecture and building science  117-  (第16号)  101  -104  2002/12
• Study on vibrational characteristics of void slab. Effect of vibrational characteristics of partition walls in building structures.

  新田貴太男; 椴木浩行; 坂田憲彦; 坂本康一郎; 松本慎也; 藤谷義信  建築雑誌  117-  (1498)  101  -104  2002/12
• 20131 Research on the stress and the modification characteristic of light-gage square shape steel pipe framework structure

  NAKAI Hirokazu; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2002-  261  -262  2002/08
• 20136 Elasto-Plastic Analysis of Framed Structure considering Shearing Deformation using Fiber Model

  UMEDA Satoshi; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2002-  271  -272  2002/08
• 20172 Tendency of the optimal solution in the strength maximization problem of framed structures

  KOREISHI Akira; FUJIWARA Ryoji; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2002-  343  -344  2002/08
• 20173 Study of Optimal Method for maximum Ultimate Strength Problem of Framed Structure

  TOYOTA Tomoaki; FUJIHARA Ryoji; MATUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2002-  345  -346  2002/08
• 20176 Optimal Design for Frame Structure with Strain Energy Function

  FUJIHARA Ryoji; MATSUMOTO Syinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2002-  351  -352  2002/08
• 20177 Study on the Optimal Design of Steel Framed Structures by Limit Strength Method : Part 1 Comparison with Actual Design

  Zhang JINKU; TAKAYAMA Naoyuki; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2002-  353  -354  2002/08
• 20178 Stand on the Optimal Design of Steel Framed Structures by Limit Strength Method : Part 2 Effect of story height and span

  TAKAYAMA Naoyuki; Zhang JINKU; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2002-  355  -356  2002/08
• 20189 Study on the Seismic Response Analysis of Traditional Wooden Structures with Visco-Elastic Damper : (Part 1) Analytical theory and modeling

  UEDA Harunobu; SAKAGAMI Shuuichi; MATSUMOTO Shinya; FUJITANI Yoshinobu; NOJIMA Chisato; KATAGIHARA Kenichi  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2002-  377  -378  2002/08
• 20190 Study on the Seismic Response Analysis of Traditional Wooden Structures with Visco-Elastic Damper : (Part 2) An analysis result and consideration

  SAKAGAMI Shuuichi; UEDA Harunobu; MATSUMOTO Shinya; FUJITANI Yoshinobu; NOJIMA Chisato; KATAGIHARA Kenichi  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2002-  379  -380  2002/08
• 22153 Study on the earthquake performance of clay tile roofing for the wooden building

  MATSUMOTO Shinya; SASAKI Atsushi; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2002-  305  -306  2002/08
• 23065 Study on Structural Characteristics of Void Slabs (Part 1)

  SAKAMOTO Koichiro; SAKATA Norihiko; NITTA Kitao; MATSUMOTO Shinya; FUJITANI Yosinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  2002-  129  -130  2002/08
• 23066 Study on Structural Characteristics of Void Slabs (Part 2)

  SAKATA Norihiko; SAKAMOTO Koichiro; NITTA Kitao; MATSUMOTO Shinya; FUJITANI Yosinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  2002-  131  -132  2002/08
• 23067 Study on Structural Characteristics of Void Slabs (Part 2)

  NITTA Kitao; SAKATA Norihiko; SAKAMOTO Koichiro; MOMINOKI Hiroyuki; MATSUMOTO Shinya; FUJITANI Yosinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  2002-  133  -134  2002/08
• ボイドスラブの構造特性に関する研究 その3 振動特性における境界条件のモデル化について

  新田貴太男; 坂田憲彦; 坂本康一郎; 椴木浩行; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集C-2 構造4  2002-  133  -134  2002/06
• 歪エネルギーを評価関数に用いた構造骨組の最適設計について

  藤原亮二; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2002-  351  -352  2002/06
• ボイドスラブの構造特性に関する研究 その2 固有振動数について

  坂田憲彦; 坂本康一郎; 新田貴太男; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集C-2 構造4  2002-  131  -132  2002/06
• ボイドスラブの構造特性に関する研究 その1 静変形解析

  坂本康一郎; 松本慎也; 坂田憲彦; 藤谷義信; 新田貴太男  日本建築学会学術講演梗概集C-2 構造4  2002-  129  -130  2002/06
• 建築骨組の耐力最大化問題に対する最適化手法に関する研究

  豊田智秋; 藤原亮二; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2002-  345  -346  2002/06
• 粘弾性ダンパーを付加した伝統木造建築物の地震応答解析に関する研究 (その1) 解析理論およびモデル化

  上田晴信; 坂上修一; 松本慎也; 藤谷義信; 野島千里; 樫原健一  日本建築学会学術講演梗概集B-1 構造1  2002-  377  -378  2002/06
• 粘弾性ダンパーを付加した伝統木造建築物の地震応答解析に関する研究 その2 解析結果と考察

  坂上修一; 上田晴信; 松本慎也; 藤谷義信; 野島千里; 樫原健一  日本建築学会学術講演梗概集B-1 構造1  2002-  379  -380  2002/06
• せん断変形を考慮したファイバーモデルによる骨組構造物の弾塑性解析

  梅田聡史; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2002-  271  -272  2002/06
• 限界耐力計算法による鋼構造骨組の最適設計に関する研究 その1 実設計例との比較

  JINKU Z; 高山直行; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2002-  353  -354  2002/06
• 木造住宅瓦屋根の耐震性能に関する研究

  松本慎也; 笹木篤; 藤谷義信  日本建築学会学術講演梗概集C-1 構造3  2002-  305  -306  2002/06
• 建築骨組の耐力最大化問題における最適解の傾向

  是石晃; 藤原亮二; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2002-  343  -344  2002/06
• 限界耐力計算法による鋼構造骨組の最適設計に関する研究 その2 階高とスパン数の影響について

  高山直行; JINKU Z; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2002-  355  -356  2002/06
• 軽量角型鋼管骨組構造の応力・変形特性に関する研究

  中井博和; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2002-  261  -262  2002/06
• ファイバーモデルによる立体骨組構造物の弾塑性解析に関する研究

  松本慎也; 藤谷義信  計算工学講演会論文集  7-  (2)  647  -650  2002/05
• STUDY ON ELASTO-PLASTIC ANALYSIS OF THREE-DIMENSIONAL FRAMED STRUCTURES USING FIBER MODEL

  MATSUMOTO Shinya; FUJITANI Yoshinobu  計算工学講演会論文集  7-  (2)  647  -650  2002/05
• Study on vibration testing of clay tile roofing for the wooden building

  MATSUMOTO Shinya; KOYASHIKI Takayuki; FUJITANI Yoshinobu; SASAKI Atsushi; YAMANE Hideaki  日本建築学会中国支部研究報告集  25-  93  -96  2002/03
• Study on the Seismic Response Analysis of Traditional Wooden Structures with Visco-Elastic Damper

  UEDA Harunobu; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  25-  101  -104  2002/03
• A study of seismic response analysis of structures using fiber model

  YAMAMOTO Toshihiro; FUJITANI Yoshinobu; MATSUMOTO Shinya; FUNATSU Sigenobu  日本建築学会中国支部研究報告集  25-  169  -172  2002/03
• Elasto-Plastic Analysis of Framed Structure considering shearing deformation by Fiber Model

  UMEDA Satoshi; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  25-  173  -176  2002/03
• Study of Optimal Design for Framed Structure considering in Elast-Plastic Characteristic : Part 1 Comparing Mathematical Programming with Sequential Unconstrained Minimization Technique

  TOYOTA Tomoaki; FUJIHARA Ryoji; MATUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  25-  177  -180  2002/03
• Study of Optimal Design for Frame Structure considering in Elasto-Plastic Characteristics : Part 2,Formulation by Strain Energy

  FUJIHARA Ryoji; MATSUMOTO Syinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  25-  181  -184  2002/03
• Study on optimum design for response controlled frames with semi-rigid connections.

  SANDO Atsushi; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  25-  185  -188  2002/03
• Optimal Design of the Steel Framed Structure by Limit Strength Method

  JINKU Zhang; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  25-  197  -200  2002/03
• Study on Structural Characteristics of Void Slabs(Part1)

  SAKATA Norihiko; NITTA Kitao; MASUMOTO Sinya; FUJITANI Yosinobu  日本建築学会中国支部研究報告集  25-  333  -336  2002/03
• Study on Structural Characteristics of Void Slabs(Part2)

  NITTA Kitao; SAKATA Norihiko; MOMINOKI Hiroyuki; MASUMOTO Sinya; FUJITANI Yosinobu  日本建築学会中国支部研究報告集  25-  337  -340  2002/03
• Study on the Optimal Design of Building Structures considering Limit Strength.

  藤谷義信; 松本慎也; ZHANG J  理論応用力学講演会講演論文集  51st-  107  -108  2002/01
• トラス構造物の飛移り座屈に関する基礎的研究

  山東篤; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2001-  355  -356  2001/07
• 限界耐力計算法による建築骨組の最適設計

  松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2001-  297  -298  2001/07
• 最適性規準法を用いた骨組の最適設計に関する研究

  藤原亮二; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2001-  315  -316  2001/07
• ファイバーモデルによる骨組の曲げ・ねじり変形解析

  梅田聡史; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2001-  249  -250  2001/07
• 伝統木造軸組の実大振動実験 (その17) バネ要素を有するはり要素による地震応答解析

  野島千里; 岩佐裕一; 樫原健一; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集C-1 構造3  2001-  185  -186  2001/07
• 逐次線形計画法による終局耐力を考慮した骨組の最適設計

  豊田智秋; 藤原亮二; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2001-  313  -314  2001/07
• 22093 Full-Scale Vibration Tests of Traditional Wooden Frame Part-17 : Seismic Response Analysis by Beam Element with Spring Element

  NOJIMA Chisato; IWASA Yuichi; KATAGIHARA Kenichi; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  2001-  185  -186  2001/07
• 20125 Bending and Tortional deformation Analysis of Framed Structure by Fiber Model

  UMEDA Satoshi; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2001-  249  -250  2001/07
• 20149 Optimal Design of the Building Frame by Limit Strength Method

  MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2001-  297  -298  2001/07
• 20157 Optimal Design for Framed Structure considering Ultimate Strength using Sequential Linear Programming

  TOYOTA Tomoaki; FUJIHARA Ryoji; MATUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2001-  313  -314  2001/07
• 20158 Study of Optimal Desgin for Frame Structure with Optimarity Criteria Method

  FUJIHARA Ryoji; MATSUMOTO Syinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2001-  315  -316  2001/07
• 20178 Basic study on the snap-through of truss structure

  SANDO Atsushi; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2001-  355  -356  2001/07
• OPTIMAL DESIGN OF THE BUILDING FRAME BY LIMIT STRENGTH METHOD

  MATSUMOTO Shinya; FUJITANI Yoshinobu  計算工学講演会論文集  第6巻-  (No.1)  59  -62  2001/05
• Study on the Seismic Response Analysis of Tradition Wooden Structures

  NOJIMA Chisato; KATAGIHARA Kenichi; IWASA Yuichi; MATSUMOTO Shinya; FUJITANI Yoshinobu  計算工学講演会論文集  24-  (1)  289  -292  2001/05
• 限界耐力計算法による建築骨組の最適設計

  松本慎也; 藤谷義信  計算工学講演会論文集  6-  (1)  59  -62  2001/05
• 伝統木造建築物の地震応答解析に関する研究

  野島千里; 樫原健一; 岩佐裕一; 松本慎也; 藤谷義信  計算工学講演会論文集  6-  (1)  63  -66  2001/05
• 249 Elasto-Plastic Analysis of Frames Using the Fiber Model : Part-2. Analysis of Bending and Axial Force Coupling Problem

  FANG Wenyu; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  24-  213  -216  2001/03
• 248 Elasto-Plastic Analysis of Framed Structure by Fiber Model : part 1 Bend and Twist Transformational Analysis

  UMEDA Satoshi; FANG Wenyu; MATSUMOTO Shinya; FUJITNI Yoshinobu  日本建築学会中国支部研究報告集  24-  209  -212  2001/03
• 250 Study on Optimal Design for Framed Structure considering Ultimate Strength : No.1 Sequential Linear Programming

  TOYOTA Tomoaki; FUJIHARA Ryoji; MATUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  24-  217  -220  2001/03
• 251 Study of Optimal Desgin for Frame Structure considering Ultimate Strength : No.2, Optimarity Criteria Method

  FUJIHARA Ryoji; MATSUMOTO Syinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  24-  221  -224  2001/03
• 252 Study on Shape Optimization of Truss Structure

  OKA Eiji; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  24-  225  -228  2001/03
• 253 Study on optimum design of steel frame under the limited stock members

  TSUKUDA Hisayuki; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  24-  229  -232  2001/03
• 268 Study on the Seismic Response Analysis of Traditional Wooden Structures

  MATSUMOTO Shinya; NOJIMA Chisato; IWASA Yuichi; KATAGIHARA Kenichi; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  24-  289  -292  2001/03
• 270 The study on the geometrical non-linearity of the timber structure.

  SANDO Atsushi; MATSUMOTO Shinya; FUJITANI Yoshinobu  日本建築学会中国支部研究報告集  24-  297  -300  2001/03
• Comparision of Maximum Strength Problem and Minimum Weight Problem for Framed Structure using Plastic Hinge Method

  Journal of Structural Engineering  2001
• Study on the Seismic Response Analysis of Traditional Wooden Structures

  24-  289  -292  2001
• Study on the optimum design of building structures considering limit strength

  Fujitani Yoshinobu; Matsumoto Shinya; Zhang Jinku  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan  51-  (0)  38  -38  2001
• 半剛接合部を有する建築骨組の構造解析に関する研究(構造)(学位論文要旨)

  松本 慎也  建築雑誌. 建築年報  2000-  98  -98  2000/09
• 建築骨組における半剛接合部の最適配置設計

  山東篤; 松本慎也; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2000-  375  -376  2000/07
• グランドストラクチャー法によるトラス構造の位相最適化

  岡栄治; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2000-  365  -366  2000/07
• 半剛接鉄骨建物の最小コスト解析

  松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2000-  373  -374  2000/07
• ファイバーモデルによるはりのねじり変形解析

  FANG W; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2000-  273  -274  2000/07
• 鋼構造骨組の終局耐力最大化を目的とした最適設計

  藤原亮二; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2000-  371  -372  2000/07
• 有限在庫部材を用いた建築物の最適設計

  佃久幸; 松本慎也; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  2000-  377  -378  2000/07
• The analysis of the twisted beam using Fiber Model

  FANG Wenyu; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2000-  273  -274  2000/07
• Topology optimization of truss structure using the ground structure approach

  OKA Eiji; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2000-  365  -366  2000/07
• Opitimum Analysis of Frame Structures considering Material Nonlinearity

  Fujiwara Ryoji; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2000-  371  -372  2000/07
• Mnimum Cost Analysis of Semi-rigid Connected Steel Frames

  MASTUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2000-  373  -374  2000/07
• Optimum arrangement design of semi-rigid in the builfding frame

  SANDO Atsushi; MASTSUMOTO Shinya; FUJII Daiji; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2000-  375  -376  2000/07
• The opitimum design using limited stock members of building

  TSUKUDA Hisayuki; MATSUMOTO Shinya; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  2000-  377  -378  2000/07
• 接合部のコストを考慮した半剛接建物の最小コスト設計

  松本慎也; 藤井大地; 藤谷義信  日本建築学会中国支部研究報告集  23-  169  -172  2000/03
• 245 ファイバーモデルによるはりのねじり変形解析(建築構造)

  土井 尚; 松本 慎也; 藤谷 義信  日本建築学会中国支部研究報告集  23-  181  -184  2000/03
• 246 材料非線形を考慮した骨組構造の最適解析(建築構造)

  藤原 亮二; 松本 慎也; 藤井 大地; 藤谷 義信  日本建築学会中国支部研究報告集  23-  185  -188  2000/03
• 247 有限在庫部材を用いた建築物の最適設計(建築構造)

  佃 久幸; 松本 慎也; 藤井 大地; 藤谷 義信  日本建築学会中国支部研究報告集  23-  189  -192  2000/03
• ファイバーモデルによるはりのねじり変形解析

  土井尚; 松本慎也; 藤谷義信  日本建築学会中国支部研究報告集  23-  181  -184  2000/03
• 材料非線形を考慮した骨組構造の最適解析

  藤原亮二; 松本慎也; 藤井大地; 藤谷義信  日本建築学会中国支部研究報告集  23-  185  -188  2000/03
• 有限在庫部材を用いた建築物の最適設計

  佃久幸; 松本慎也; 藤井大地; 藤谷義信  日本建築学会中国支部研究報告集  23-  189  -192  2000/03
• 半剛接鉄骨建物の最小コスト解析

  日本建築学会大会学術講演梗概集  構造I-  (B-1)  373  -374  2000
• Minimum Cost Analysis of Semi-rigid Connected Steel Frames

  Summaries of Techical Papers of Annual Meeting Architectural Institute of Japan  2000
• Minimum Weight Design of Semi-rigid Connected Steel Frames Part 1. stiffness Evaluation of semi-rigid Connections by Mathematical Programming.

  MATSUMOTO Shinya; KASUGA Yasuhiro; FUJII Daiji; FUJITANI Yoshinobu  Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan  1999-  333  -334  1999/07
• Minimum Weight Design of Semi-rigid Connected Steel Frames. Part 2. The optimal layout problem in semi-rigid connection by genetic algorithms.

  佃久幸; 松本慎也; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  1999-  335  -336  1999/07
• Consideration on the Beam Model with the Concentration of Deformations at its Ends.

  平田裕一; 松本慎也; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  1999-  331  -332  1999/07
• Basic Study on the Analysis Method of the Framed Structure using Fiber Model.

  土井尚; 松本慎也; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  1999-  311  -312  1999/07
• Minimum Weight Design of Semi-rigid Connected Steel Frames. Part 1. Stiffness Evaluation of Semi-rigid Connections by Mathematical Programming.

  松本慎也; 春日康博; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  1999-  333  -334  1999/07
• Optimization Problem of the Plane Frame Structure allowing the Ultimate Strength.

  藤原亮二; 松本慎也; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  1999-  341  -342  1999/07
• Basic Study on the Analysis Method of the Framed Structure using Fiber Model

  DOI Takashi; MATSUMOTO Shinya; FUJII Daiji; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  1999-  311  -312  1999/07
• Consideration on the Beam Model with the Concentration of Deformations at its Ends

  HIRATA Yuichi; MATSUMOTO Shinya; FUJII Daiji; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  1999-  331  -332  1999/07
• Minimum Weight Design of Semi-rigid Connected Steel Frames : Part2. The optimal layout problem in semi-rigid connection by genetic algorithms

  TSUKUDA Hisayuki; MATSUMOTO Shinya; FUJII Daiji; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  1999-  335  -336  1999/07
• Optimization Problem of the Plane Frame Structure allowing the Ultimate Strength

  FUJIHARA Ryoji; MATSUMOTO Shinya; FUJII Daiji; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  1999-  341  -342  1999/07
• DYNAMIC ANALYSIS OF FRAMED STRUCTURES WITH SEMI-RIGID CONNECTIONS USING A STATIC CONDENSATION TECHNIQUE

  MATSUMOTO Shinya; FUJII Daiji; FUJITANI Yoshinobu  Proceedings of the conference on computational engineering and science  2-  (3)  975  -978  1999/05
• 端部に変形集中部を持つはりモデルに関する考察

  平田裕一; 荒井宏; 春日康博; 松本慎也; 藤井大地; 藤谷義信  計算工学講演会論文集  4-  (1)  17  -20  1999/05
• 鉄骨建物の梁成を制約した最小重量解の一考察 その2. 半剛接鉄骨建物の最小重量設計

  松本慎也; 春日康博; 荒井宏; 平田裕一; 藤井大地; 藤谷義信  計算工学講演会論文集  4-  (1)  13  -16  1999/05
• 鉄骨建物の梁成を制約した最小重量解の一考察 その1. 剛接鉄骨建物の最小重量設計

  春日康博; 松本慎也; 荒井宏; 平田裕一; 藤井大地; 藤谷義信  計算工学講演会論文集  4-  (1)  9  -12  1999/05
• 鉄骨建物の梁成を制約した最小重量解の一考察その2.半剛接鉄骨建物の最小重量設計

  松本 慎也; 春日 康博; 荒井 宏  計算工学会講演会論文集  第4巻-  (No.1)  13  -16  1999/05
• 鉄骨建物の梁成を制約した最小重量解の一考察 その1.剛接鉄骨建物の最小重量設計

  春日 康博; 松本 慎也; 荒井 宏  計算工学講演会論文集  4-  (1)  9  -12  1999/05
• 230 ファイバーモデルによる骨組の弾塑性解析法に関する研究(建築構造)

  土井 尚; 松本 慎也; 藤井 大地; 藤谷 義信  日本建築学会中国支部研究報告集  22-  141  -144  1999/03
• 233 終局耐力を考慮した平面骨組における断面の最適化問題(建築構造)

  藤原 亮二; 松本 慎也; 藤井 大地; 藤谷 義信  日本建築学会中国支部研究報告集  22-  153  -156  1999/03
• 250 はりせいを制約した鉄骨骨組構造の最小重量設計(建築構造)

  松本 慎也; 藤井 大地; 藤谷 義信  日本建築学会中国支部研究報告集  22-  221  -224  1999/03
• ファイバーモデルによる骨組の弾塑性解析法に関する研究

  土井尚; 松本慎也; 藤井大地; 藤谷義信  日本建築学会中国支部研究報告集  22-  141  -144  1999/03
• はりせいを制約した鉄骨骨組構造の最小重量設計

  松本慎也; 藤井大地; 藤谷義信  日本建築学会中国支部研究報告集  22-  221  -224  1999/03
• 終局耐力を考慮した平面骨組における断面の最適化問題

  藤原亮二; 松本慎也; 藤井大地; 藤谷義信  日本建築学会中国支部研究報告集  22-  153  -156  1999/03
• 半剛接鉄骨建物の最小重量設計 その1.数理計画法による半剛接合部の剛性評価

  日本建築学会大会学術講演梗概集  構造I-  (B-1)  333  -334  1999
• はりせいを制約した鉄骨骨組構造の最小重量設計

  日本建築学会中国支部研究報告集  22-  221  -224  1999
• An Example if Local Solutions in Minimum Weight Design of Steel Frames

  Journal of Structural Engineering  1999
• A Study of the Minimum Weight Designs of Steel Frame Structure under the Restraint of the Depth of Girder Part2. Minimum Weight Designs of Semi-rigid connected Steel Frames

  Proceedings of the Conference on Computational Engineering and Science  1999
• The Minimum Weight Designs of the Steel Frame Structure under the Restraint of the Depth of Girder

  22-  221  -224  1999
• Effects of the Soil Improvement on Dynamic Soil-Structure Interaction.

  松本慎也; 藤井大地; 吉田長行; 藤谷義信; HUANG H; 日比野信一  日本地震工学シンポジウム論文集  10th-  1855  -1860  1998/11
• Optimal Layout of Semi-rigid Connected Steel Frames by Genetic Algorithm

  MATSUMOTO Shinya; UESUGI Yoshinori; FUJII Daichi; FUJITANI Yoshinobu  Summaries of Technical Papers of Annual Meeting Archiectural Institute of Japan  1998-  435  -436  1998/07
• Dynamic Response Analysis of Mass Systems with Degraking Stiffnessj

  DOI NAO; MATSUMOTO SHINYA; FUJII DAICHI; FUJITANI YOSHINOBU  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  1998-  453  -454  1998/07
• The Dynamic Analysis of the Ground with Soil Improvement by Finite Element Method

  KUNIMITSU Shuugo; MATSUMOTO Sinya; FUJII Daiji; YOSHIDA Nagayuki; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants  1998-  281  -282  1998/07
• The Dynamic Analysis of the Ground with Soil Improvement by Finite Element Method.

  国光修五; 松本慎也; 藤井大地; 吉田長行; 藤谷義信  日本建築学会学術講演梗概集B-2 構造2  1998-  281  -282  1998/07
• Optimal Layout of Semi-rigid Connected Steel Frames by Genetic Algorithm.

  松本慎也; 上杉義則; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  1998-  435  -436  1998/07
• Dynamic Response Analysis of Mass Systems with Degrading Stiffness.

  土井尚; 松本慎也; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  1998-  453  -454  1998/07
• Optimal Design of Semi-rigid Connected Steel Frames(Part. 2 Optimal Layout of Semi-rigid Connections by Genetic Algorithm)

  MATSUMOTO Shinya; UESUGI Yoshinori; FUJII Daiji; FUJITANI Yoshinobu  Proceedings of the Conference on Computational Engineering and Science  3-  (2)  645  -648  1998/05
• Optimal Design of Semi-rigid Connected Steel Frames. (Part 2. Optimal Layout of Semi-rigid Connections by Genetic Algorithm).

  松本慎也; 上杉義則; 藤井大地; 藤谷義信  計算工学講演会論文集  3-  (2)  645  -648  1998/05
• 223 地盤改良体が建物の動的特性に及ぼす効果に関する研究(建築構造)

  松本 慎也; 藤井 大地; 吉田 長行; 藤谷 義信  日本建築学会中国支部研究報告集  21-  101  -104  1998/03
• 240 半剛接合部を有する骨組の弾塑性地震応答解析 : 接合部の剛性と減衰を考慮した半剛接骨組要素の開発と精度について(建築構造)

  松本 慎也  日本建築学会中国支部研究報告集  21-  169  -172  1998/03
• Elasto-plasticity earthquake response analysis of frame with semi-rigid joint. Development of semi-rigid frame element considering the rigidity and attenuation of the joint and its accuracy.

  松本慎也  日本建築学会中国支部研究報告集  21-  169  -172  1998/03
• Study on the effect of soil improvement on dynamic characteristic of building.

  松本慎也; 藤井大地; 吉田長行; 藤谷義信  日本建築学会中国支部研究報告集  21-  101  -104  1998/03
• 半剛接合部を有する骨組の弾塑性地震応答解析(接合部の剛性と減衰を考慮した半剛接骨組要素の開発と精度について)

  日本建築学会中国支部研究報告集  21-  169  -172  1998
• 地盤改良体が建物の動的特性に及ぼす効果に関する研究

  日本建築学会中国支部研究報告集  21-  101  -104  1998
• 地盤と建物の動的相互作用に及ぼす地盤改良の効果

  第10回日本地震工学シンポジウム論文集  1855  -1860  1998
• 遺伝的アルゴリズムによる半剛接合部の最適配置問題

  日本建築学会大会学術講演梗概集  構造I-  (B-1)  435  -436  1998
• 半剛接鉄骨造建物の最適設計(その2.遺伝的アルゴルズムによる半剛接合部の最適配置計画)

  計算工学講演会論文集  3-  (2)  645  -648  1998
• Elasto-plastic Earthquake Response Characteristic of Frame Structure with Semi-rigid Connections(Development and Evaluation of Finite Element for The Dynamic Analysis of Framed Structure with Semi-rigid Connections)

  21-  169  -172  1998
• A Study on the Effects of the Soil Improvement on Dynamic Response of the Building Structure

  21-  101  -104  1998
• Effects of the Soil Improvement on Dynamic Soil-Structure Interaction

  1998
• Development and Evaluation of Finite Element for The Dynamic Analysis of Framed Structure with Semi-rigid Connections.

  松本慎也; 藤井大地; 藤谷義信  広島大学工学部研究報告  46-  (1)  79  -85  1997/12
• Dynamic Analysis of Framed Structures with Semi-rigid Connections Using a Static Condensation Technique

  MATSUMOTO Shinya; FUJII Daiji; FUJITANI Yoshinobu  Proceedings of the Conference on computational Engineering and Science  1997-  (3)  365  -366  1997/07
• Elasto-Plastic Analysis of Framed with Semi-rigid Joints : Part3 Examination for various stories and spans

  UESUGI Yoshinori; MATUMOTO Shinya; FUJII Daiji; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  1997-  371  -372  1997/07
• Dynamic Analysis of Framed Structures with Semi-rigid Connections Using a Static Condensation Technique.

  松本慎也; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  1997-  365  -366  1997/07
• Elasto-Plastic Analysis of Framed with Semi-rigid Joints. Part 3. Examination for various stories and spans.

  上杉義則; 松本慎也; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集C-1 構造3  1997-  371  -372  1997/07
• Dynamic analysis of framed structures with semi-rigid connections using a static condensation technique.

  松本慎也; 藤井大地; 藤谷義信  計算工学講演会論文集  2-  (3)  975  -978  1997/05
• 半剛接合部を有する骨組の静的弾塑性特性(建築構造B)

  上杉 義則; 松本 慎也; 藤井 大地; 藤谷 義信  日本建築学会中国支部研究報告集  20-  97  -100  1997/03
• 半剛接合部を有する骨組の弾塑性地震応答特性(建築構造B)

  松本 慎也; 藤井 大地; 藤谷 義信  日本建築学会中国支部研究報告集  20-  101  -104  1997/03
• Elasto-plastic seismic response characteristics of the frame with half-rigid joint.

  松本慎也; 藤井大地; 藤谷義信  日本建築学会中国支部研究報告集  20-  101  -104  1997/03
• Static elasto-plastic characteristics of the frame with half-rigid joint.

  上杉義則; 松本慎也; 藤井大地; 藤谷義信  日本建築学会中国支部研究報告集  20-  97  -100  1997/03
• Development and Evaluation of Finite Element for The Dynamic Analysis of Framed Structure with Semi-rigid Connections

  Matsumoto Shinya; Fujii Daiji; Fujitani Yoshinobu  Bulletin of the Faculty of Engineering, Hiroshima University  第46巻-  (第1号)  79  -85  1997
• 半剛接合部を有する骨組の弾塑性地震応答特性

  日本建築学会中国支部研究報告集  20-  101  -104  1997
• Elasto-plastic earthquake response analysis of framed structure with semi-rigid connections

  International Scientific Conference, Challenges to Civil and Mechanical Engineering in 2000 and beyond, Technical University of Wroclaw Institute of Building Engineering  2-  405  -414  1997
• 静的縮約法を利用した半剛接骨組の動的解析法に関する一考察

  日本建築学会大会学術講演梗概集  構造I-  (B-1)  365  -366  1997
• 静的縮的法を利用した半剛接合部を有する骨組の動的解析法

  計算工学講演会論文集  2-  (3)  975  -978  1997
• Development and Evaluation of Finite Element for Dynamic Analysis of Framed Structure with Semi-rigid Connections

  Bulletin of the Facultu of Engineering, Hiroshima University  1997
• Elasto-plastic Earthquake Response Characteristic of Frame Structure with Semi-rigid Connetions

  20-  101  -104  1997
• Elasto-plastic earthquake response analysis of framed structure with semi-rigid connections

  International Scientific Conference, Challenges to Civil and Mechanical Engineering in 2000 and beyond, Technical University of Wroclaw Institute of Building Engineering  2-  405  -414  1997
• Elasto-plastic Analysis of Structure with Semi-rigid Joints Part1. Static Analysis

  UESUGI Yoshinori; MATUMOTO Sinya; FUJII Daiji; FUJITANI Yoshinobu  Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan  1996-  567  -568  1996/07
• Elasto-Plastic Analysis of Structure with Semi-rigid Joints : Part 2 Seismic Response Analysis

  MATSUMOTO Shinya; FUJII Daiji; FUMITANI Yoshinobu; NONAKA Tetsuya  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures  1996-  569  -570  1996/07
• Elasto-Plastic Analysis of Frame Structure with Semi-rigid Joints. Part 2. Seismic Response Analysis.

  松本慎也; 藤井大地; 藤谷義信; 野中哲也  日本建築学会学術講演梗概集C-1 構造3  1996-  569  -570  1996/07
• Elasto-Plastic Analysis of Structure with Semi-rigid Joints. Part 1. Static Analysis.

  上杉義則; 松本慎也; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集C-1 構造3  1996-  567  -568  1996/07
• Elastoplastic earthquake response analysis of frame with half-rigid connection.

  松本慎也; 藤井大地; 藤谷義信  日本建築学会中国・九州支部研究報告 構造系  (10)  357  -360  1996/03
• 247 半剛接合部を有する骨組の弾塑性地震応答解析(構造)

  松本 慎也; 藤井 大地; 藤谷 義信  日本建築学会研究報告. 中国・九州支部. 1, 構造系  (10)  357  -360  1996/03
• 半剛接合部を有する骨組の弾塑性解析 その1静変形解析

  日本建築学会大学学術講演梗概集  構造III-  (C-1)  567  -568  1996
• 半剛接合部を有する骨組の弾塑性解析 その2地震応答解析

  日本建築学会大会学術講演梗概集  構造III-  (C-1)  569  -570  1996
• Elato-plastic Analysis of Structure with Semi-rigid Joints Part2 Seismic Response Analysis

  Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan  1996
• A method of analysis of frame structure with semi-rigid connections by finite element analysis. : Part1 Static Analysis.

  INOUE Takefumi; MATSUMOTO Shinya; FUJII Daiji; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  1995-  319  -320  1995/07
• A method of analysis of frame structure with semi-rigid connections by finite element analysis. : Part2 Natural Vibration Analysis.

  MATSUMOTO Shinya; INOUE Takehumi; FUJII Daiji; FUJITANI Yoshinobu  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures  1995-  321  -322  1995/07
• A method of analysis of frame structure with semi-rigid connections by finite element analysis. Part 1. Static Analysis.

  井上剛史; 松本慎也; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  1995-  319  -320  1995/07
• A method of analysis of frame structure with semi-rigid connections by finite element analysis. Part 2. Natural Vibration Analysis.

  松本慎也; 井上剛史; 藤井大地; 藤谷義信  日本建築学会学術講演梗概集B-1 構造1  1995-  321  -322  1995/07
• 有限要素法による半剛接接合部を有する骨組の一解法(その2 固有振動解析)

  日本建築学会大会学術講演梗概集  構造I-  (B-1)  321  -322  1995
• A Method of Analysis of Structure with Semi-rigid Connections by Finite Element Analysis (Part2 Natural Vibration Analysis)

  Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan  1995

Awards & Honors

• 2007/07 Concrete Engineering Lecture Annual Paper Encouragement Prize
  

Research Grants & Projects

• Establishment of sustainability evaluation technology for repair effects of RC buildings

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (B)

  Date (from‐to) : 2020/04 -2023/03 

  Author : 大久保 孝昭; 松本 慎也

   

  本研究は，RC造建築物の補修としてニーズが高い①ひび割れ補修，②剥落防止補修，③防水補修の３工法を対象として，補修効果の持続性を定量的に評価する技術を確立し，先導的なデータを蓄積する。具体的には，本研究は「各種補修工法の補修効果の持続性に関する評価方法の提案と実験データ蓄積，および実建築物で補修効果を計測する技術の提案と検証」という明確な目的を設定して検討を行う。また，本研究の特徴として，広島市に現存する被爆RC造建築物「被服支廠倉庫」の実証実験を実施することが挙げられる。 2021年度は，「①ひび割れ補修」に関しては，実験室レベルにおけるひび割れ挙動再現手法を確立し，ひび割れ注入工法とアクリル塗膜による壁面全面被覆工法の補修効果持続性を比較できた。2022年度はさらに多くの補修工法の比較を行う予定である。また，本課題では，ひび割れ補修効果を実現場で評価できる簡易試験方法も提案し，その実用化の見通しを得た。「②剥落防止補修」に関しては，打診検査による評価手法の高度化に取り組み，一定の成果を得た。また，常時モニタリング手法として，光ファイバ（FBG）を用いた剥離判定手法の提案を行い，実験室レベルで，温冷ムーブメントによる剥離の進行状況を明らかにすることができた。さらに被爆建築物（被服支廠倉庫）に生じている不同沈下による劣化を，常時微動で判断する技術の確立にも取り組んだ。「③防水補修」に関しては，アクリル系塗膜防水材を活用した外壁防水補修技術に取り組むとともに，被服支廠倉庫の予備調査では，防水補修工法の工事品質を高めるための漏水起点の検知技術の開発に取り組んだ。2022年度は防水と断熱性能向上を組み合わせた外壁・屋根補修工法を対象として，熱流センサを用いた評価技術について検討を行う予定である。
• Development of Seismic Ceiling Structure using Lightweight Square Steel Pipe

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (C)

  Date (from‐to) : 2015/04 -2018/03 

  Author : Matsumoto Shinya

   

  The purpose of this research is establishment of safety performance evaluation system to prevent the accident of falling off of a building ceiling, and development of new seismic ceilling structure. In this study, MEMS highly sensitive triaxial accelerometer based on wireless technology is used to quantitatively check the seismic ceilling members such as steady braces for safety performance evaluation system, and we investigated the performance for the quantitative inspection system. In addition, we proposed a new ceiling structure using special processed lightweight section steel with a large ceiling structure exceeding the ceiling height of 3m, and its seismic resistance were examined by experimental test.
• Study on establishment of deterioration prevention technology of building outer wall member by monitoring of materials wetness

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (B)

  Date (from‐to) : 2014/04 -2017/03 

  Author : OHKUBO TAKAAKI

   

  The purpose of this study is to establish a diagnostic technique to prevent physical deterioration of members and deterioration of habitability more quickly by monitoring moisture movement inside the members, such as wetting and dry/wet repetition, concerning the outer wall of the building. First of all, we constructed a system that captures data by mobile phone by NFC technology utilizing IC tag. Using this measurement system, various experiments were conducted with simulated members assuming actual building materials and actual buildings. As a result, this research enabled us to build the foundation of the wetness monitoring system in the buildings.
• Research and development of a new type of experimental bridge made of aluminum alloy materials with a multiplex folding scissors mechanism

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (B)

  Date (from‐to) : 2011/04 -2014/03 

  Author : ARIO ICHIRO; SAKUNO YUJI; FUDOJI HIROSHI

   

  In recent years, the natural disasters by earthquake, tsunami, local severe rain, etc. occur frequently, lifelines, such as a road and a bridge, cut in pieces, and the disaster risk to them is increasing in the world. Restorative speed is the priority and the important issue in connection with a life. In order to corroborate development of a deployment structure and its possibility, this research task actually manufactures the experiment bridge of a temporary bridge system "Mobile bridge" foldable to multiplex based on a smart structural concept, and there is the possibility by design analysis in verifying and intensity experiment. By extending technology as a structure of the innovative bridge with the multiplex folding scissors mechanism produced from the analytical theory of post-buckling behavior on structural engineering issues. The experimental bridge of a next-generation safe and smart bridge system has been developed.
• Numerical Experiment System for Optimization of Isolation and Control Devices using High-Performance Finite Element Analysis

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (B)

  Date (from‐to) : 2011/04 -2014/03 

  Author : OHSAKI Makoto; ISOBE Daigoro; MIYAMURA Tomoshi; ZHANG Jingyao; YAMASHITA Takuzo; WATANABE Hidekazu

   

  Components of numerical experiment system have been developed for optimization of passive control and isolation devices. This sytem consists of a consitutive model and its identification method of steel material under cyclic deformation, a probabilistic approach for obtaining accurate approximate optimal solutions within small number of analyses, and a probabilistic method for estimating bounds of parameters and responses of buinding frames. It has been shown that the energy dissipation and deformation capacities can be improved by optimizing the shape of shear panel damper. Furthermore, it has been shown in the analysis of base-isolated building that the local responses of the rubber bearings can be evaluated in detail using a high-performance finite element analysis.
• Development of High Strength and High Ductility Timber Structural Elements using Fiber-Reinforced Plastics

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research Grant-in-Aid for Young Scientists (A)

  Date (from‐to) : 2011/04 -2014/03 

  Author : MATSUMOTO Shinya

   

  Wood materials have a weak point that the material strength for fiber orthogonal direction is lower than fiber direction. The purpose of this study is development of high strength and high ductility wood structural element ability to hold the larger span. In this study, the ultraviolet-rays hardening FRP are used to improve the strength weakness of wood materials. As the result, the high ductility timber structural elements were realized that applied to the drift pined joints with insert-steel gusset plate.
• A study on the establishment of durable diagnostic technology in the use of MEMS with an emphasis on applicability to a real building

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (B)

  Date (from‐to) : 2010 -2012 

  Author : OHKUBO Takaaki; MATSUMOTO Shinya; FUJIMOTO Satoshi

   

  In order to determine the degree of deterioration of the members and buildings, in real buildings, as a technology-agnostic constraints of measurement,this study revealed the following. (1) The wireless acceleration MEMS sensor developed in this study, it is possible to accurately measure the vibration characteristics of the structure, the traffic vibration and earthquake, was laid the foundation of the diagnostic system for long service life of the structure. (2) To build a basis for the practical application of information storage and available system for sophisticated maintenance of the structure using theIC tags, it was possible to achieve some practical use. (3)We manufactured a wetting sensor utilizing the NFC technology and wireless, is carried out basic experiments for practical application to obtain the prospect.
• Study on Development of Design Method for Traditional Wooden Buildings Based on Structural Details

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (S)

  Date (from‐to) : 2007 -2011 

  Author : SUZUKI Yoshiyuki; KOMATSU Kohei; SHIMOKAWA Yuichi; NAKAO Masato; KITAMORI Akihisa; HATA Masanori; NAKAJI Hiroyuki; MORI Takuro; SUDA Tatsuru; MATSUMOTO Shinya; MUKAIBO Kyosuke; MUKAI Yoichi; YAMADA Koji; GOTOU Masami; SAITO Yukio; SAITO Yukio; TANAHASHI Hidemitu

   

  The objective of this study was to develop the integrated design method for traditional wooden buildings based on their structural details. The structural mechanisms and the failure patterns of timber post-and-beam joints and mud-plastered bearing walls were clarified by static and dynamic full-scale experiments. The analytical and numerical studies were also conducted to generalize the testing results. These results will be applicable to the structural design of traditional wooden buildings.
• Development of seismic strengthening method for existing wooden houses using ultravioletrayed-hardening FRP

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research Grant-in-Aid for Young Scientists (B)

  Date (from‐to) : 2009 -2010 

  Author : MATSUMOTO Shinya

   

  The purpose of this study is to develop the new seismic strengthening method of existing wooden houses. In this study, the fiber reinforced plastics (FRP) are used as the reinforcement material. This FRP hardens by irradiating the ultraviolet ray. In this study, we develop a good workability seismic strengthening method of existing wooden houses by using this FRP sheet. As a result, we were able to develop the new reinforcement design for the braced frame structural wall of the element ultimate strength (the wall ultimate strength factor) as over 4.0(kN/m) which was target value in this study.
• Establishment of repairing method and repair effect verificatio ntechnology for cracks with movement occurred in building walls

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (B)

  Date (from‐to) : 2007 -2009 

  Author : OHKUBO Takaaki; FUJIMOTO Satoshi; MATSUMOTO Shinya; HASEGAWA Takuya; LI Zyuguo

   

  This research aims at rationalization of the selecting technique of a crack repair method of construction with the movement occurred in RC structure. In order to select rational crack repair material, some experiments were performed paying attention to the necessity for evaluating not only the repair effect immediately after repair (initial performance) but its durability. In this research, the material currently used widely as crack repair material was extracted, consequently, it showed clearly that the change of a repair material simple substance and the fall of the repair effect by promotion degradation external force differ from each other for every repair material, and the importance of evaluating the durability of the repair effect was shown. Moreover, the inspection technique of evaluation of construction and the repair effect in a crack pouring method of construction were proposed.
• Study on the Generating Mechanism of the Separation of Building Finishing Materials and Establishment of Separation Preventing Technology

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (C)

  Date (from‐to) : 2005 -2006 

  Author : OHKUBO Takaaki; MATSUMOTO Shinya

   

  The purpose of this study is to clarify the separation generating mechanism in the laminated composites of reinforced concrete building and wooden building, and it carried out in order to verify and propose effective separation prevention technology from both sides of an experiment and numerical analysis. (1) It was clarified by FEM analysis that the separation between the finishing mortar and concrete is easy to occur when ambient temperature falls rapidly. (2)By permeation of the water to the interface of mortar and concrete, especially at the part that a deformation of finish mortar is restrained, adhesive strength really leads to decrease d. (3) At the slanting outer wall with the high possibility of the flood by rain, it was clarified that it is so important to prevent the permeation of water into the interface of mortar and concrete. (4) When constructing in about 20-degree Centigrade environment, it was shown that the curing period of concrete can maintain comparatively high quality at least three days. In about 10-degree Centigrade environment, it was shown clearly that the resistance over sun shine and a water spray can be kept high by curing period on the 10 days or more. (5)In about 30-degree Centigrade environment, the tendency that the adhesive strength decreased by sun shine and water spray was accepted. In the range of this experiment, it was shown in the environment the hot season that it is desirable to secure a curing period 14 days or more.

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