KINDAI UNIVERSITY


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MATSUMOTO Shinya

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FacultyDepartment of Architecture / Research Institute of Fundamental Technology for Next Generation / Graduate School of System Enginnering
PositionAssociate Professor
Degree
Commentator Guidehttps://www.kindai.ac.jp/meikan/536-matsumoto-shinya.html
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Last Updated :2020/04/03

Education and Career

Education

  •   1991 04  - 1995 03 , Hiroshima University, Faculty of Engineering
  •   1995 04  - 1997 03 , Hiroshima University, Graduate Scool of Engineering
  •   1997 04  - 2000 03 , Hiroshima University, Graduate School of Engineering

Academic & Professional Experience

  •   2012 04 ,  - 現在, Associate Professor, Facuity of Engineering, Kindai University
  •   2007 04 ,  - 2012 03 , Assistant Professor, Graduate School of Engineering, Hiroshima University
  •   2000 04 ,  - 2007 03 , Research Associate, Faculty of Engineering, Hiroshima University
  •   2004 01 ,  - 2004 12 , Visiting Scholar, Ministry of Education, Culture and Science in Japan, Civil Engineering, University of Southern California, USA

Research Activities

Research Areas

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

Published Papers

  • OPTIMIZATION OF PLACEMENT OF RESPONSE CONTROL DAMPER ON PLANE OF HIGH-RISE BUILDING STRUCTURE USING ESO METHOD, 野村将貴, 松本慎也, 崎野良比呂, 藤井大地, 日本建築学会構造系論文集, 日本建築学会構造系論文集, 82(742), 1885‐1891, Dec. 2017 , Refereed
  • COMPUTATIONAL MORPHOGENESIS OF BUILDING STRUCTURES USING IESO METHOD: Application to facade design, 丸山瑞樹, 松本慎也, 藤井大地, 日本建築学会構造系論文集, 日本建築学会構造系論文集, 82(739), 1383 - 1389, Sep. 30 2017 , Refereed
  • COMPUTATIONAL MORPHOGENESIS OF BUILDING STRUCTURES USING IESO METHOD: Natural shape of buildings which resist vertical and seismic load, 新内洋平, 松本慎也, 藤井大地, 日本建築学会構造系論文集, 日本建築学会構造系論文集, 82(731), 97 - 103, Jan. 30 2017 , Refereed
  • APPLICATION OF WIRELESS MEASUREMENT SYSTEM ON BUILDINGS BEFORE AND AFTER SEISMIC RETROFITTING, LI Liang, MATSUMOTO Shinya, OHKUBO Takaaki, AIJ Journal of Technology and Design, AIJ Journal of Technology and Design, 22(51), 440 - 440, Jun. 2016 , Refereed
    Summary: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.
  • TOPOLOGY OPTIMIZATION OF FRAME STRUCTURES USING ESO METHOD AND GROUND STRUCTURE METHOD, KOSAKA Kenji, MATSUMOTO Shinya, FUJII Daiji, Journal of Structural and Construction Engineering (Transactions of AIJ), Journal of Structural and Construction Engineering (Transactions of AIJ), (721), 553, 2016 , Refereed
    Summary: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 on ESO method. In order to demonstrate the effectiveness of the proposed method, in several numerical examples, the solutions obtained by the proposed method are compared with the solutions obtained by the density approach method (mathematical programming).
  • TOPOLOGY OPTIMIZATION OF 3D STRUCTURES USING IMPROVED ESO METHOD, NIIUCHI Yohei, MATSUMOTO Shinya, FUJII Daiji, Journal of Structural and Construction Engineering (Transactions of AIJ), Journal of Structural and Construction Engineering (Transactions of AIJ), (723), 858, 2016 , Refereed
    Summary: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 method6, 7) and the idea of extended ESO method8, 9) are combined. In this method, the design domain is divided in same eight-node brick elements (voxels)14), 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 ESO8, 9). 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. Three numerical examples have been shown in order to demonstrate the effectiveness of the proposed method for 3D structures. It was found from the results that the proposed method had the following advantages. (1) The parameters of optimization process are less than BESO, CA-ESO, and SIMP method. There are only two parameters, that is the evolutionary volume ratio (reduction ratio) and the scale parameter rmin in the filter scheme. Therefore, it is not necessary to do the preliminary analysis for setting the parameters. In the three examples shown in this paper, the evolutionary volume ratio λ is all 0.1, and the scale parameter rmin is all 2lX (lX : element's length of X direction). (2) The number of steps in the optimization process is very small compared with BESO, CA-ESO and SIMP method. The number of steps is 16 in example 1 (refer to Fig. 5), 22 in example 2 (refer to Fig. 9), and 20 in example 3 (refer to Fig. 13). Therefore, the computational efficiency is much better than the other methods. (3) Simple designs can be obtained by the proposed method. The topologies and compliance ratios by the proposed method are similar to ones obtained by SIMP and CA-ESO method. Please refer to Fig. 4 and Fig. 6 for example 1, refer to Fig. 8 and Fig. 10 for example 2, and refer to Fig. 12 and Fig. 14 for example 3. It can be seen that though the proposed method is one directional method which does not have additional process of elements, the resultant topologies have sufficient performance to give a hint to the architectural design.
  • A STUDY ON INFLUENCE THE CONSTRUCTION TIME OF YEAR AFFECTS THE CRACKS OF PLASTERING MORTAR RESTRAINED BY CONCRETE, Journal of Structural and Construction Engineering (Transactions of AIJ), Journal of Structural and Construction Engineering (Transactions of AIJ), (673), 333 - 340, Mar. 2012 , Refereed
  • SEISMIC STRENGTHENING FOR BRACED FRAME STRUCTURE OF EXISTING WOODEN HOUSES USING ULTRA VIOLETRAYED-HARDENING FRP: Development of seismic strengthening method for existing wooden houses (Part 1), Journal of Structural and Construction Engineering (Transactions of AIJ), Journal of Structural and Construction Engineering (Transactions of AIJ), (672), 221 - 230, Feb. 2012 , Refereed
  • Dynamic characteristics of precast concrete wall buildings, 荒木 秀夫, 松本 慎也, AIJ journal of technology and design, AIJ journal of technology and design, 16(32), 63 - 68, Feb. 2010 , Refereed
  • Crack prediction analysis for drying shrinkage of wet finishing plastering materials on the external wall, 松本 慎也, 大久保 孝昭, Journal of structural and construction engineering, Journal of structural and construction engineering, (648), 241 - 249, Feb. 2010 , Refereed
  • DYNAMIC CHARACTERISTICS OF PRECAST CONCRETE WALL BUILDINGS, ARAKI Hideo, MATSUMOTO Shinya, AIJ J. Technol. Des., AIJ J. Technol. Des., 16(32), 63 - 68, 2010 , Refereed
    Summary: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.
  • DEVELOPMENT OF A SIMPLE SYSTEM OF SEISMIC DIAGNOSIS USING POTABLE WIRELESS ACCELEROMETER AND IMPACT FORCE -Evaluation in experiment wooden house-:–Evaluation in experiment wooden house–, MATSUMOTO Shinya, MOTOKAWA Eiji, FUJII Daiji, OHTA Kazuhiko, ARINAGA Suenori, OHKUBO Takaaki, AIJ J. Technol. Des., AIJ J. Technol. Des., 16(34), 1187 - 1192, 2010 , Refereed
    Summary: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.
  • CRACK PREDICTION ANALYSIS FOR DRYING SHRINKAGE OF WET FINISHING PLASTERING MATERIALS ON THE EXTERNAL WALL, MATSUMOTO Shinya, OHKUBO Takaaki, J. Struct. Constr. Eng., J. Struct. Constr. Eng., (648), 241 - 249, 2010 , Refereed
    Summary: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.
  • RFID技術を活用したPCa部材の出荷・受入管理システムの開発とシミュレーション実験, 松本慎也, 大久保孝昭, 宮丸史江, 中島史郎, コンクリート工学年次論文集, コンクリート工学年次論文集, 30(2), 229 - 234, Jul. 2008 , Refereed
  • 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, Proceedings of the Japan Concrete Institute, 30(2), 229 - 234, Jul. 2008 , Refereed
    Summary: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, OHKUBO Takaaki, MATSUMOTO Shinya, RYUDA Yasuhiro, SAWAKI Daisuke, J. Struct. Constr. Eng., J. Struct. Constr. Eng., (623), 27 - 34, Jan. 2008 , Refereed
    Summary: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, 日本建築学会構造系論文集, (619), 105 - 110, Sep. 30 2007 , Refereed
    Summary: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, 日本建築学会構造系論文集, (617), 103 - 110, Jul. 30 2007 , Refereed
    Summary: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.
  • PCaコンクリート部材の施工におけるRFID技術の活用に関する検討, 松本慎也, 大久保孝昭, 森達哉, 小山至, コンクリート工学年次論文集, コンクリート工学年次論文集, 29(2), 253 - 258, Jul. 2007 , Refereed
  • 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, コンクリート工学年次論文集, 29(1), 861 - 866, Jul. 2007 , Refereed
  • 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, Proceedings of the Japan Concrete Institute, 29(2), 253 - 258, Jul. 2007 , Refereed
    Summary: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, Proceedings of the Japan Concrete Institute, 29(1), 861 - 866, Jul. 2007 , Refereed
    Summary: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, 日本建築学会構造系論文集, (613), 7 - 14, Mar. 2007 , Refereed
    Summary: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.
  • ボイドラーメン構造におけるスラブの振動特性に関する研究―実構造物における間仕切壁の振動特性への影響―, 新田貴太男, 椴木浩行, 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, 日本建築学会技術報告集, (18), 105 - 108, Dec. 2003 , Refereed
  • 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, 鋼構造年次論文報告集, 11, 345 - 350, Nov. 2003 , 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, 鋼構造年次論文報告集, 11, 333 - 338, Nov. 2003 , 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, Journal of architecture and building science, (17), 141 - 145, Jun. 2003 , Refereed
    Summary: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, 構造工学論文集 B, 49B, 251 - 257, Mar. 2003 , Refereed
    Summary: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, 鋼構造年次論文報告集, 9, 213 - 218, Nov. 2001 , 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, 構造工学論文集 B, 47B, 21 - 24, Mar. 20 2001 , Refereed
    Summary: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, Journal of structural engineering. B, Vol.47B, 75 - 78, Mar. 20 2001 , Refereed
    Summary: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, 鋼構造年次論文報告集, 8, 373 - 378, Nov. 01 2000 , Refereed
  • 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, 日本建築学会中国支部研究報告集, 23, 169 - 172, Mar. 2000 , 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, 構造工学論文集 B, 46B, 1 - 8, Mar. 2000 , Refereed
    Summary: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, Journal of structural and construction engineering, (528), 113 - 119, Feb. 2000 , Refereed
    Summary: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, 鋼構造年次論文報告集, 7, 419 - 426, Nov. 1999 , 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, Journal of structural engineering. B, 45, 249 - 258, Mar. 1999 , Refereed
    Summary: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.
  • An Example of Local Solutions in Minimum Weight Design of Steel Frames., 松本慎也, 荒井宏, 春日康博, 平田裕一, 山本憲司, 藤井大地, 藤谷義信, 構造工学論文集 B, 構造工学論文集 B, 45B, 249 - 258, Mar. 1999 , Refereed
  • 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, 鋼構造年次論文報告集, 4, 339 - 346, Nov. 1996

Conference Activities & Talks

  • Study on structural form creation using HMPS method and CA-IESO method, Yuto Otsubo, Daiji Fujii, Shinya Matsumoto, Proceedings of the 12th ISAIA, Oct 23-26, 2018, Pyeongchang, Korea,   2018 10 23
  • Topology optimization of shell structures using Improved ESO method, Koichi Kamimura, Shinya Matsumoto, Daiji Fujii, Proceedings of the 12th ISAIA, Oct 23-26, 2018, Pyeongchang, Korea,   2018 10 23
  • Building design using topology optimization method, 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, 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, Koichi Kamimura, Shinya Matsumoto, Daiji Fujii, Proceedings of the IASS Annual Symposium 2017, Hanburg,   2017 09
  • SCISSORING ORIGAMI INSPIRED DEPLOYABLE BRIDGE FOR A DISASTER, Kotaro Adachi, Ichiro Ario, Yuki Chiakhiro, Shinya Matsumoto, Footbridge 2017 conference in Berlin,   2017 09
  • Topology optimization of 3D structure using improved ESO method, 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, 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, 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, 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, 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, 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, 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, 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, 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, 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, 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, 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, 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, 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, Y. Fujitani, D. Fujii, S. Matsumoto, International Scientific Conference, Challenges to Civil and Mechanical Engineering in 2000 and beyond,   1997 06

Misc

  • 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 20 , https://jglobal.jst.go.jp/detail?JGLOBAL_ID=201902220558113646
  • 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 20 , https://jglobal.jst.go.jp/detail?JGLOBAL_ID=201902249312710024
  • 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 20 , https://jglobal.jst.go.jp/detail?JGLOBAL_ID=201902275902220051
  • 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 20 , https://jglobal.jst.go.jp/detail?JGLOBAL_ID=201902280877864882
  • 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 21 , https://jglobal.jst.go.jp/detail?JGLOBAL_ID=201902284779542349
  • 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 20 , https://jglobal.jst.go.jp/detail?JGLOBAL_ID=201802266324122862
  • 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 01 , http://jglobal.jst.go.jp/public/201802290687233833
  • 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 31 , http://jglobal.jst.go.jp/public/201702212538337099
  • 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 20 , http://jglobal.jst.go.jp/public/201702219546561655
  • 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 20 , http://jglobal.jst.go.jp/public/201702221682073421
  • 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 20 , http://jglobal.jst.go.jp/public/201702231546028995
  • 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 20 , http://jglobal.jst.go.jp/public/201702242361218127
  • 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 20 , http://jglobal.jst.go.jp/public/201702250263072176
  • 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 20 , http://jglobal.jst.go.jp/public/201702272086877495
  • 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 20 , http://jglobal.jst.go.jp/public/201702284203666585
  • 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,   2016 07 20 , http://jglobal.jst.go.jp/public/201602217346700038
  • 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 20 , http://jglobal.jst.go.jp/public/201602238681944959
  • 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 20 , http://jglobal.jst.go.jp/public/201602240880021039
  • 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 20 , http://jglobal.jst.go.jp/public/201602241294012461
  • 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 20 , http://jglobal.jst.go.jp/public/201602253834271931
  • 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,   2016 07 , http://jglobal.jst.go.jp/public/201602249384433687
  • 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, 169, 178,   2016 03 31 , http://jglobal.jst.go.jp/public/201602219250462688
  • 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 01 , http://jglobal.jst.go.jp/public/201602208836429831
  • 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 , http://ci.nii.ac.jp/naid/110010036222
  • 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 , http://ci.nii.ac.jp/naid/110010036153
  • 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 , http://ci.nii.ac.jp/naid/110010036152
  • 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 , http://ci.nii.ac.jp/naid/110010036143
  • 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 , http://ci.nii.ac.jp/naid/110010036142
  • 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 , http://ci.nii.ac.jp/naid/110010036154
  • 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 , http://ci.nii.ac.jp/naid/110010036155
  • 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 , http://ci.nii.ac.jp/naid/110010036156
  • 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 , http://ci.nii.ac.jp/naid/120005823401
    Summary:Japanese cypress `Hinoki is the East Asia-specific softwood, in terms of durability and aroma, which is one of the excellent forest resources in our country. In the future, in order to make effective use of the domestic forest resources, it is necessary to review the production process of a variety of forest resources. Above all, effective use of thinned wood is an important assignment. In particular, in the Chugoku region(Hiroshima, Yamaguchi, Okayama, Shimane, and Tottori Prefecture) enhance the commercial value of thinnings of small-diameter trees, it is important that appropriate thinning to be able to implement. In this study, we consider the mechanical properties of the new residential building materials for regional identity creation by processing the small-diameter cypress trees to assembly wall (panel) that is the unused resources of mountainous areas.Ⅲ.論文集
  • 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 04 , http://ci.nii.ac.jp/naid/110010004195
  • 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 20 , http://jglobal.jst.go.jp/public/201502211684816013
  • 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 15 , http://jglobal.jst.go.jp/public/201602213083166003
  • 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 , http://jglobal.jst.go.jp/public/201502211028264411
  • 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 07 , http://ci.nii.ac.jp/naid/40020395727
  • 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 01 , http://jglobal.jst.go.jp/public/201502245488353677
  • 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 , http://ci.nii.ac.jp/naid/110009948493
  • 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 , http://ci.nii.ac.jp/naid/40020809644
  • 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 , http://ci.nii.ac.jp/naid/120005730459
    Summary:In this study, we rationalize a connection between stake structure and superstructure for the solar array on-board structure setting type above the ground. Then, the dead space under the solar panel is improved to the available space as the agriculture site by suggesting new construction. We call the new solar array on-board structure "roofless type frame structure". And, the roofless type frame structure is planned the sunshine and rain reached to the ground. The fracture experiments for the connection in the structure are shown to investigate the seismic performance of the structure. In addition, the micro tremor measurements are carried out using wireless high-sensitivity accelerometers for actual roofless type frame structure which planed by based on these examinations. As a result, we investigated the mechanical characteristic of the structure and verified these mechanical performances.Ⅲ.論文集
  • 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 20 , http://jglobal.jst.go.jp/public/201502287113137122
  • 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 , http://ci.nii.ac.jp/naid/120005538054
    Summary:[Abstract] Many high-rise buildings in Tokyo have been vibrated greatly for a long time by the 2011 off the Pacific coast of Tohoku Earthquake. These vibration can be considered as the effect of long-period ground motion. On the other hand, base isolate building is also a structure with long-period similar to the high-rise building. Therefore, in this paper, the safety of a base isolate building for the 2011 off the Pacific coast of Tohoku Earthquake is investigated by the response analysis. A 6-story building with base isolate system is selected as an example of base isolate buildings. This building is modeled by seven mass system with sway spring. The characteristics of the seismic waves obtained big displacement response are analyzed by the spectrum. The safety of the base isolate mid-rise building for megathrust earthquake is considered by these analysis.
  • 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 17 , http://jglobal.jst.go.jp/public/201502273224836630
  • 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 12 , http://ci.nii.ac.jp/naid/110009888760
  • 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 20 , http://jglobal.jst.go.jp/public/201402268998280359
  • 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 15 , http://jglobal.jst.go.jp/public/201402220062990254
  • 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 , http://jglobal.jst.go.jp/public/201402256958513700
  • 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 , http://jglobal.jst.go.jp/public/201402288201245295
  • 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 , http://ci.nii.ac.jp/naid/120005497006
    Summary:There are various wooden buildings based on the craftsmanship in Japan. The unified structural design method for the traditional wooden buildings has still not been established, because of the variation of the material and the complexity for connection including the details of processing. Therefore, it has been required that the development of seismic design method and seismic reinforcement method for traditional wooden buildings. In this study, we focused on the technology of traditional building construction method in Japan. And, it is intended to build a basic technology to support effective utilization of wood by elucidating experimentally the structural mechanism.
  • 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 , http://ci.nii.ac.jp/naid/110009858845
  • 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 , http://ci.nii.ac.jp/naid/110009858822
  • 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 , http://ci.nii.ac.jp/naid/110009858827
  • 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 , http://ci.nii.ac.jp/naid/120005730440
    Summary:There are various wooden buildings based on the craftsmanship in Japan. The unified structural design method for the traditional wooden buildings has still not been established, because of the variation of the material and the complexity for connection including the details of processing. Therefore, it has been required that the development of seismic design method and seismic reinforcement method for traditional wooden buildings. In this study, we focused on the technology of traditional building construction method in Japan. And, it is intended to build a basic technology to support effective utilization of wood by elucidating experimentally the structural mechanism.
  • 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 , http://ci.nii.ac.jp/naid/120005730441
    Summary:The Great East Japan Earthquake occurred on March 11, 2011, it has been reported that many dropped out damage for nonstructural components (ceiling) in a buildings. The fall of ceiling materials is high risk for human damage especially. Large space structures or public gymnasium, etc. must be a safe place, because of it will be used a shelter in a disaster. Therefore, it is important to grasp the seismic performance for nonstructural components such as ceiling. In this study, the basic characteristics of seismic performance for suspended ceiling structure are investigated. In this study, the suspended ceiling structure with improved seismic resistance (earthquake-resistant ceiling structures) using a lightweight steel pipe with caulking is proposed. In this paper, the results of vertical and horizontal loading test are shown, and the mechanical properties of suspended ceiling structure are verified
  • 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 , http://ci.nii.ac.jp/naid/120005735884
    Summary:[Abstract] Many high-rise buildings in Tokyo have been vibrated greatly for a long time by the 2011 off the Pacific coast of Tohoku Earthquake. These vibration can be considered as the effect of long-period ground motion. On the other hand, base isolate building is also a structure with long-period similar to the high-rise building. Therefore, in this paper, the safety of a base isolate building for the 2011 off the Pacific coast of Tohoku Earthquake is investigated by the response analysis. A 6-story building with base isolate system is selected as an example of base isolate buildings. This building is modeled by seven mass system with sway spring. The characteristics of the seismic waves obtained big displacement response are analyzed by the spectrum. The safety of the base isolate mid-rise building for megathrust earthquake is considered by these analysis.
  • 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 , http://ci.nii.ac.jp/naid/40020162173
  • 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 , http://ci.nii.ac.jp/naid/120005497007
    Summary:The Great East Japan Earthquake occurred on March 11, 2011, it has been reported that many dropped out damage for nonstructural components (ceiling) in a buildings. The fall of ceiling materials is high risk for human damage especially. Large space structures or public gymnasium, etc. must be a safe place, because of it will be used a shelter in a disaster. Therefore, it is important to grasp the seismic performance for nonstructural components such as ceiling. In this study, the basic characteristics of seismic performance for suspended ceiling structure are investigated. In this study, the suspended ceiling structure with improved seismic resistance (earthquake-resistant ceiling structures) using a lightweight steel pipe with caulking is proposed. In this paper, the results of vertical and horizontal loading test are shown, and the mechanical properties of suspended ceiling structure are verified
  • 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 20 , http://jglobal.jst.go.jp/public/201402249180750088
  • 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 30 , http://ci.nii.ac.jp/naid/110009684205
  • 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 30 , http://ci.nii.ac.jp/naid/110009684015
  • 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 30 , http://ci.nii.ac.jp/naid/110009681890
  • 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 30 , http://ci.nii.ac.jp/naid/110009681889
  • 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 20 , http://jglobal.jst.go.jp/public/201302212376721207
  • 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 20 , http://jglobal.jst.go.jp/public/201302216513748695
  • 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 20 , http://jglobal.jst.go.jp/public/201302250382022000
  • 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 20 , http://jglobal.jst.go.jp/public/201302282504295320
  • 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 , http://jglobal.jst.go.jp/public/201402200039653347
  • 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 , http://ci.nii.ac.jp/naid/120005458698
    Summary:[Abstract]In this paper, structural systems for housing exteriors with photovoltaic array using built-up thin-walled beams are presented. Various measures for global environment have been studied. As the use of renewable energy, a solar power system has attracted much attention andis used in various locations in recent years. When installing of photovoltaic array to the building or on-site, it is necessary to consider the impact load for the environment. Good productivity structural system for housing exteriors is desired. Also, the system must carefully consider to the safety performance for the natural environment against various wind, snow and earthquake. The purpose of this study is to develop the structural system for housing exteriors with photovoltaic array using built-up thin-walled beams.
  • 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 , http://ci.nii.ac.jp/naid/40019747772
  • 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 , http://ci.nii.ac.jp/naid/120005730426
    Summary:[Abstract]In this paper, structural systems for housing exteriors with photovoltaic array using built-up thin-walled beams are presented. Various measures for global environment have been studied. As the use of renewable energy, a solar power system has attracted much attention andis used in various locations in recent years. When installing of photovoltaic array to the building or on-site, it is necessary to consider the impact load for the environment. Good productivity structural system for housing exteriors is desired. Also, the system must carefully consider to the safety performance for the natural environment against various wind, snow and earthquake. The purpose of this study is to develop the structural system for housing exteriors with photovoltaic array using built-up thin-walled beams.
  • 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 , http://ci.nii.ac.jp/naid/120005735871
    Summary:[synopsis] The Great East Japan Earthquake occurred on March 11, 2011, it has been reported that many dropped out damage for nonstructural components (ceiling) in a buildings. The fall of ceiling materials is high risk for human damage especially. Large space structures or public gymnasium, etc. must be a safe place, because of it will be used a shelter in a disaster. Therefore, it is important to grasp the seismic performance for nonstructural components such as ceiling. In this study, the basic characteristics of seismic performance for suspended ceiling structure are investigated. In this study, the suspended ceiling structure with improved seismic resistance (earthquake-resistant ceiling structures) using a lightweight steel pipe with caulking is proposed. In this paper, the results of vertical and horizontal loading test are shown, and the mechanical properties of suspended ceiling structure are verified.
  • 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 , http://ci.nii.ac.jp/naid/110009628267
  • 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 , http://ci.nii.ac.jp/naid/110009628240
  • 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 , http://ci.nii.ac.jp/naid/110009628230
  • 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 , http://ci.nii.ac.jp/naid/110009628229
  • 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 , http://ci.nii.ac.jp/naid/110009628260
  • 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 , http://ci.nii.ac.jp/naid/110009628266
  • 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 , http://ci.nii.ac.jp/naid/120005368790
    Summary:[synopsis] The Great East Japan Earthquake occurred on March 11, 2011, it has been reported that many dropped out damage for nonstructural components (ceiling) in a buildings. The fall of ceiling materials is high risk for human damage especially. Large space structures or public gymnasium, etc. must be a safe place, because of it will be used a shelter in a disaster. Therefore, it is important to grasp the seismic performance for nonstructural components such as ceiling. In this study, the basic characteristics of seismic performance for suspended ceiling structure are investigated. In this study, the suspended ceiling structure with improved seismic resistance (earthquake-resistant ceiling structures) using a lightweight steel pipe with caulking is proposed. In this paper, the results of vertical and horizontal loading test are shown, and the mechanical properties of suspended ceiling structure are verified.
  • 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 12 , http://ci.nii.ac.jp/naid/110009656100
  • 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 12 , http://ci.nii.ac.jp/naid/110009653891
  • 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 12 , http://ci.nii.ac.jp/naid/110009653639
  • 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 12 , http://ci.nii.ac.jp/naid/110009653640
  • 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 12 , http://ci.nii.ac.jp/naid/110009655569
  • Study on verification of the earthquake resistant reinforcement and the repair effect by using wireless acceleration sensor,   2012 09
  • Study on timber joint using steel plate and drift pins with ultravioletrayed-hardening FRP Part2 Element test of beam-column joint,   2012 09
  • The consideration on design strength of the suspension ceiling structure,   2012 09
  • Study on timber joint using steel plate and drift pins with ultravioletrayed-hardening FRP Part1 Target performance,   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 20 , http://jglobal.jst.go.jp/public/201202246409980712
  • 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 20 , http://jglobal.jst.go.jp/public/201202253509307930
  • 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 20 , http://jglobal.jst.go.jp/public/201202254887780683
  • 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 20 , http://jglobal.jst.go.jp/public/201202267109895630
  • 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 20 , http://jglobal.jst.go.jp/public/201202290927182926
  • 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 20 , http://jglobal.jst.go.jp/public/201202299280117822
  • 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 , http://ci.nii.ac.jp/naid/110009637619
  • 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 , http://ci.nii.ac.jp/naid/110009637558
  • 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 , http://ci.nii.ac.jp/naid/110009637568
  • 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 , http://ci.nii.ac.jp/naid/110009637582
  • 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 , http://ci.nii.ac.jp/naid/110009637620
  • 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 , http://jglobal.jst.go.jp/public/201202242195359475
  • 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 20 , http://jglobal.jst.go.jp/public/201102212987006592
  • 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 20 , http://jglobal.jst.go.jp/public/201102296823763669
  • 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 20 , http://ci.nii.ac.jp/naid/110009498888
  • 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 20 , http://ci.nii.ac.jp/naid/110009499227
  • 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 20 , http://ci.nii.ac.jp/naid/110009499358
  • 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 20 , http://ci.nii.ac.jp/naid/110009519149
  • 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 , http://ci.nii.ac.jp/naid/110009637333
  • 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 , http://ci.nii.ac.jp/naid/110009636981
  • 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 , http://ci.nii.ac.jp/naid/110009636983
  • 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 , http://ci.nii.ac.jp/naid/110009636984
  • 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 , http://ci.nii.ac.jp/naid/110009637326
  • 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, ROMBUNNO.GO37-FRI-AM-1,   2010 11 05 , http://jglobal.jst.go.jp/public/201002243715151866
  • Development of a simple system of seismic diagnosis using potable wireless accelerometer and impact force: evaluation in experiment wooden house, 松本 慎也, 本川 英治, 藤井 大地, AIJ journal of technology and design, 16, 34, 1187, 1192,   2010 10 , 10.3130/aijt.16.1187, http://ci.nii.ac.jp/naid/40017349101
  • 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 20 , http://jglobal.jst.go.jp/public/201002298510465255
  • 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 20 , http://jglobal.jst.go.jp/public/201002299947967388
  • 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 20 , http://ci.nii.ac.jp/naid/110008085311
  • 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 20 , http://ci.nii.ac.jp/naid/110008110035
  • 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 20 , http://ci.nii.ac.jp/naid/110008110036
  • 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 01 , http://jglobal.jst.go.jp/public/201002297187594273
  • 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 , http://ci.nii.ac.jp/naid/110008066847
  • 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 , http://ci.nii.ac.jp/naid/110008066848
  • 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 , http://ci.nii.ac.jp/naid/110008066849
  • 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 , http://ci.nii.ac.jp/naid/110008066850
  • 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 , http://ci.nii.ac.jp/naid/110008066869
  • 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 , http://ci.nii.ac.jp/naid/110008066870
  • 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 , http://ci.nii.ac.jp/naid/110008066878
  • 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, 340, 346,   2010 02 25 , 10.14250/cement.63.340, http://jglobal.jst.go.jp/public/201002294460046013
  • 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 20 , http://jglobal.jst.go.jp/public/200902266696410900
  • 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 20 , http://jglobal.jst.go.jp/public/200902289213949812
  • 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 20 , http://ci.nii.ac.jp/naid/110007977510
  • 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 20 , http://ci.nii.ac.jp/naid/110007977511
  • 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 , http://ci.nii.ac.jp/naid/110008066617
  • 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 , http://ci.nii.ac.jp/naid/110008066618
  • 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 , http://ci.nii.ac.jp/naid/110008066626
  • 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 , http://ci.nii.ac.jp/naid/110008066627
  • 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 , http://ci.nii.ac.jp/naid/110008066811
  • 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 , http://ci.nii.ac.jp/naid/110008066812
  • 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 , http://ci.nii.ac.jp/naid/110008066813
  • 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 , http://ci.nii.ac.jp/naid/110008066814
  • 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 , http://ci.nii.ac.jp/naid/110008066815
  • 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 , http://ci.nii.ac.jp/naid/110008066816
  • 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 , http://ci.nii.ac.jp/naid/110008066817
  • 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 , http://ci.nii.ac.jp/naid/110008066818
  • 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 , http://ci.nii.ac.jp/naid/110008066819
  • 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 , http://ci.nii.ac.jp/naid/110008066820
  • 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 , http://ci.nii.ac.jp/naid/110008066821
  • 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 , http://ci.nii.ac.jp/naid/110008066822
  • 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 , http://ci.nii.ac.jp/naid/110008066823
  • 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 , http://ci.nii.ac.jp/naid/110008066824
  • 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 , http://ci.nii.ac.jp/naid/110008066825
  • 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 , http://ci.nii.ac.jp/naid/110008066826
  • 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 , http://ci.nii.ac.jp/naid/110008066827
  • 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 , 10.14250/cement.63.340, http://ci.nii.ac.jp/naid/130004745614
    Summary:Characteristics of concretes of RC building built at Hiroshima city in early Showa era(1934)were evaluated. The RC building was suffered from atomic bomb in 1945. Cylindrical samples of concrete with a diameter of 100 mm were collected from the beam on second floor and the underground foundation of the building in 2004. Discolorated parts with reddish tint were observed in the end sides of each core. Carbonation proceeded to extreme level was confirmed by XRD and DTA in discolorated parts. They were supposed to be due to terrible high temperature by atomic bomb. Migration of sulfur to inner area because of carbonation was observed by EPMA mapping analysis. Back-scattered electron images(BEI)revealed that not-discolorated part had more dense texture than discolrated part. Change of color to reddish tint and loss of hardness of not-discolorated part of concrete by heating at 300℃ and higher in electric furnace was confirmed. Thickness of discolorated part was larger in core collected from the beam on second floor than that from the underground foundation. Initial qualities of concretes were estimated by estimaton of mix proportion, observation of BEI, and measurement of pore size distribution of not-discolorated part of each core. The results suggested that quality of concrete of underground foundation was superior to that of beam on second floor. These facts revealed that their was difference in initial quality of concrete in each part of the building. Degree of deterioration by heat of atomic bomb was supposed to be concerned with initial quality and environmental condition of each concrete.
  • 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 20 , http://jglobal.jst.go.jp/public/200902216135021576
  • 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 20 , http://jglobal.jst.go.jp/public/200902253571691415
  • 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 20 , http://jglobal.jst.go.jp/public/200902261132727562
  • 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 20 , http://jglobal.jst.go.jp/public/200902265941630818
  • 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 20 , http://ci.nii.ac.jp/naid/110007064292
  • 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 20 , http://ci.nii.ac.jp/naid/110007064295
  • 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 20 , http://ci.nii.ac.jp/naid/110007064306
  • 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 20 , http://ci.nii.ac.jp/naid/110007064318
  • 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 20 , http://ci.nii.ac.jp/naid/110007064613
  • 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 , http://ci.nii.ac.jp/naid/110007111031
  • 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 , http://ci.nii.ac.jp/naid/110007111035
  • 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 , http://ci.nii.ac.jp/naid/110007111036
  • 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 , http://ci.nii.ac.jp/naid/110007111037
  • 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 , http://ci.nii.ac.jp/naid/110007111054
  • 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 , http://ci.nii.ac.jp/naid/110007111056
  • 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 , http://ci.nii.ac.jp/naid/110007111068
  • 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 , http://ci.nii.ac.jp/naid/110007111069
  • 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 , http://ci.nii.ac.jp/naid/110007111070
  • 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 , http://ci.nii.ac.jp/naid/110007111071
  • 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 , http://ci.nii.ac.jp/naid/110007111072
  • 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 , http://ci.nii.ac.jp/naid/110007111074
  • 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 , http://ci.nii.ac.jp/naid/110007111075
  • 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 , http://ci.nii.ac.jp/naid/110007111085
  • 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 , http://ci.nii.ac.jp/naid/110007111095
  • 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 , http://ci.nii.ac.jp/naid/110007111096
  • 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 , http://ci.nii.ac.jp/naid/110007111097
  • 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 , http://ci.nii.ac.jp/naid/110007111188
  • 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 , http://ci.nii.ac.jp/naid/110007111284
  • 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 , http://ci.nii.ac.jp/naid/110007111285
  • 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 , http://ci.nii.ac.jp/naid/110007111289
  • 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 , http://ci.nii.ac.jp/naid/110007111292
  • 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 , http://jglobal.jst.go.jp/public/200902228801289714
  • 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 , http://jglobal.jst.go.jp/public/200902257072538326
  • 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 31 , http://jglobal.jst.go.jp/public/200902213776821689
  • 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 31 , http://jglobal.jst.go.jp/public/200902223098262440
  • 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 31 , http://jglobal.jst.go.jp/public/200902228525891901
  • 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 31 , http://jglobal.jst.go.jp/public/200902228951395164
  • 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 31 , http://jglobal.jst.go.jp/public/200902235344013054
  • 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 31 , http://jglobal.jst.go.jp/public/200902238750155403
  • 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 31 , http://jglobal.jst.go.jp/public/200902251913139598
  • 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 31 , http://jglobal.jst.go.jp/public/200902254292103747
  • 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 31 , http://jglobal.jst.go.jp/public/200902256003205858
  • 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 31 , http://jglobal.jst.go.jp/public/200902266584853036
  • 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 31 , http://jglobal.jst.go.jp/public/200902273100535660
  • 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 31 , http://jglobal.jst.go.jp/public/200902273713477980
  • 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 31 , http://jglobal.jst.go.jp/public/200902285987618007
  • 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 31 , http://jglobal.jst.go.jp/public/200902286133552904
  • 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 31 , http://jglobal.jst.go.jp/public/200902287524510170
  • 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 31 , http://ci.nii.ac.jp/naid/110006671417
  • 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 31 , http://ci.nii.ac.jp/naid/110006671453
  • 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 31 , http://ci.nii.ac.jp/naid/110006671458
  • 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 31 , http://ci.nii.ac.jp/naid/110006671459
  • 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 31 , http://ci.nii.ac.jp/naid/110006671460
  • 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 31 , http://ci.nii.ac.jp/naid/110006671461
  • 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 31 , http://ci.nii.ac.jp/naid/110006674584
  • 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 31 , http://ci.nii.ac.jp/naid/110006741044
  • 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 31 , http://ci.nii.ac.jp/naid/110006741091
  • 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 31 , http://ci.nii.ac.jp/naid/110006741092
  • 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 31 , http://ci.nii.ac.jp/naid/110006741093
  • 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 31 , http://ci.nii.ac.jp/naid/110006741095
  • 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 31 , http://ci.nii.ac.jp/naid/110006741270
  • 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 31 , http://ci.nii.ac.jp/naid/110006741373
  • 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 31 , http://ci.nii.ac.jp/naid/110006741374
  • 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 , http://jglobal.jst.go.jp/public/200902252954484336
  • 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 , http://ci.nii.ac.jp/naid/110007021373
  • 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 , http://ci.nii.ac.jp/naid/110007021374
  • 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 , http://ci.nii.ac.jp/naid/110007021375
  • 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 , http://ci.nii.ac.jp/naid/110007021376
  • 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 , http://ci.nii.ac.jp/naid/110007021377
  • 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 , http://ci.nii.ac.jp/naid/110007021378
  • 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 , http://ci.nii.ac.jp/naid/110007021379
  • 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 , http://ci.nii.ac.jp/naid/110007021471
  • 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 , http://ci.nii.ac.jp/naid/110007021472
  • 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 31 , http://jglobal.jst.go.jp/public/200902204758514834
  • 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 31 , http://jglobal.jst.go.jp/public/200902230351519670
  • 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 31 , http://jglobal.jst.go.jp/public/200902232373965200
  • 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 31 , http://jglobal.jst.go.jp/public/200902249846895450
  • 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 31 , http://jglobal.jst.go.jp/public/200902275256389283
  • 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 31 , http://jglobal.jst.go.jp/public/200902278949262669
  • 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 31 , http://jglobal.jst.go.jp/public/200902279848501928
  • 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 31 , http://jglobal.jst.go.jp/public/200902282069750459
  • 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 31 , http://jglobal.jst.go.jp/public/200902298622387043
  • 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 31 , http://ci.nii.ac.jp/naid/110006287016
  • 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 31 , http://ci.nii.ac.jp/naid/110006287017
  • 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 31 , http://ci.nii.ac.jp/naid/110006287148
  • 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 31 , http://ci.nii.ac.jp/naid/110006287149
  • 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 31 , http://ci.nii.ac.jp/naid/110006287150
  • 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 31 , http://ci.nii.ac.jp/naid/110006287151
  • 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 31 , http://ci.nii.ac.jp/naid/110006287188
  • 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 31 , http://ci.nii.ac.jp/naid/110006287189
  • 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 31 , http://ci.nii.ac.jp/naid/110006287190
  • 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 05 , http://ci.nii.ac.jp/naid/110009637111
  • 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 05 , http://ci.nii.ac.jp/naid/110009637113
  • 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 05 , http://ci.nii.ac.jp/naid/110009637114
  • 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 05 , http://ci.nii.ac.jp/naid/110009637115
  • 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 , http://ci.nii.ac.jp/naid/120001238655
  • 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 , http://jglobal.jst.go.jp/public/200902237293885089
  • 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 31 , http://jglobal.jst.go.jp/public/200902217806696707
  • 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 31 , http://jglobal.jst.go.jp/public/200902235558702370
  • 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 31 , http://jglobal.jst.go.jp/public/200902240583933703
  • 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 31 , http://ci.nii.ac.jp/naid/110007060743
  • 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 31 , http://ci.nii.ac.jp/naid/110007063642
  • 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 31 , http://ci.nii.ac.jp/naid/110007066103
  • 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 , http://ci.nii.ac.jp/naid/110007020876
  • 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 , http://ci.nii.ac.jp/naid/110007020890
  • 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 , http://ci.nii.ac.jp/naid/110007020900
  • 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 , http://ci.nii.ac.jp/naid/110007020901
  • 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 , http://ci.nii.ac.jp/naid/110007020902
  • 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 , http://ci.nii.ac.jp/naid/110007020915
  • 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 , http://ci.nii.ac.jp/naid/110007020916
  • 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, 105, 108,   2003 12 20 , http://ci.nii.ac.jp/naid/110006348157
    Summary:In this paper, we evaluated the effects of vibrational characteristics of slab on void Rahmen structures. Vibraton tests were carried out for the one way void slab for 3 apartment houses in Shizuoka city. The experimental values were compared with the analytical values. On the analysis, we used a beam element model with a vertical spring for the partition walls. As the result, the vibrational characteristics of void slabs with the partition walls are evaluated by the beam element model with a vertical spring.
  • 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 30 , http://jglobal.jst.go.jp/public/200902202889368636
  • 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 30 , http://jglobal.jst.go.jp/public/200902204435520576
  • 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 30 , http://jglobal.jst.go.jp/public/200902208487732666
  • 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 30 , http://jglobal.jst.go.jp/public/200902217365498602
  • 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 30 , http://jglobal.jst.go.jp/public/200902221787446556
  • 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 30 , http://jglobal.jst.go.jp/public/200902229061564054
  • 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 30 , http://jglobal.jst.go.jp/public/200902230091215346
  • 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 30 , http://jglobal.jst.go.jp/public/200902254728897140
  • 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 30 , http://jglobal.jst.go.jp/public/200902276988959402
  • 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 30 , http://jglobal.jst.go.jp/public/200902279355803453
  • 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 30 , http://ci.nii.ac.jp/naid/110006600401
  • 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 30 , http://ci.nii.ac.jp/naid/110006600422
  • 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 30 , http://ci.nii.ac.jp/naid/110006600423
  • 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 30 , http://ci.nii.ac.jp/naid/110006600426
  • 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 30 , http://ci.nii.ac.jp/naid/110006600427
  • 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 30 , http://ci.nii.ac.jp/naid/110006600428
  • 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 30 , http://ci.nii.ac.jp/naid/110006600444
  • 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 30 , http://ci.nii.ac.jp/naid/110006670746
  • 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 30 , http://ci.nii.ac.jp/naid/110006672025
  • 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 30 , http://ci.nii.ac.jp/naid/110006672026
  • 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 30 , http://ci.nii.ac.jp/naid/110006672027
  • 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, 141, 145,   2003 06 20 , http://jglobal.jst.go.jp/public/200902231552355311
  • 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 15 , http://ci.nii.ac.jp/naid/110007020585
  • 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 15 , http://ci.nii.ac.jp/naid/110007020586
  • 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 15 , http://ci.nii.ac.jp/naid/110007020588
  • 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 15 , http://ci.nii.ac.jp/naid/110007020630
  • 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 15 , http://ci.nii.ac.jp/naid/110007020631
  • 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 15 , http://ci.nii.ac.jp/naid/110007020632
  • 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 15 , http://ci.nii.ac.jp/naid/110007020633
  • 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 15 , http://ci.nii.ac.jp/naid/110007020634
  • 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 15 , http://ci.nii.ac.jp/naid/110007020635
  • 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 15 , http://ci.nii.ac.jp/naid/110007020636
  • 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 15 , http://ci.nii.ac.jp/naid/110007020648
  • 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 15 , http://ci.nii.ac.jp/naid/110007020649
  • 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 15 , http://ci.nii.ac.jp/naid/110007020650
  • 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 15 , http://ci.nii.ac.jp/naid/110007020651
  • 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 27 , 10.11345/japannctam.52.0.301.0, http://jglobal.jst.go.jp/public/200902247011352097
  • 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, 第16号, 101, 104,   2002 12 20 , http://ci.nii.ac.jp/naid/110006347783
    Summary:In this paper, we invesigate. the effects of the vibrational characteristics of partition walls on the void slab. The vibration tests were carried out for the void slabs of three apartment houses in Hiroshima city. The experimental values were compared with the analytical values. And the vibration testing with stud supports was carried out for the other building under construction. As the result, natural frequencies of void slabs are raised by the partition walls.
  • 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 20 , http://jglobal.jst.go.jp/public/200902191907318216
  • 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 02 , http://ci.nii.ac.jp/naid/110003740287
  • 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 02 , http://ci.nii.ac.jp/naid/110003740292
  • 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 02 , http://ci.nii.ac.jp/naid/110003740328
  • 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 02 , http://ci.nii.ac.jp/naid/110003740329
  • 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 02 , http://ci.nii.ac.jp/naid/110003740332
  • 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 02 , http://ci.nii.ac.jp/naid/110003740333
  • 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 02 , http://ci.nii.ac.jp/naid/110003740334
  • 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 02 , http://ci.nii.ac.jp/naid/110003740345
  • 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 02 , http://ci.nii.ac.jp/naid/110003740346
  • 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 02 , http://ci.nii.ac.jp/naid/110003741818
  • 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 02 , http://ci.nii.ac.jp/naid/110003742295
  • 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 02 , http://ci.nii.ac.jp/naid/110003742296
  • 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 02 , http://ci.nii.ac.jp/naid/110003742297
  • 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 30 , http://jglobal.jst.go.jp/public/200902111958769618
  • 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 30 , http://jglobal.jst.go.jp/public/200902115852822272
  • 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 30 , http://jglobal.jst.go.jp/public/200902125908344897
  • 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 30 , http://jglobal.jst.go.jp/public/200902153007549418
  • 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 30 , http://jglobal.jst.go.jp/public/200902153625640086
  • 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 30 , http://jglobal.jst.go.jp/public/200902154960216481
  • 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 30 , http://jglobal.jst.go.jp/public/200902158603450420
  • 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 30 , http://jglobal.jst.go.jp/public/200902161935562266
  • 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 30 , http://jglobal.jst.go.jp/public/200902184940863444
  • 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 30 , http://jglobal.jst.go.jp/public/200902186002445547
  • 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 30 , http://jglobal.jst.go.jp/public/200902192053801330
  • 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 30 , http://jglobal.jst.go.jp/public/200902196080473153
  • 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 30 , http://jglobal.jst.go.jp/public/200902199123651343
  • 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 20 , http://jglobal.jst.go.jp/public/200902113166615276
  • 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 20 , http://ci.nii.ac.jp/naid/10015780872
  • 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 17 , http://ci.nii.ac.jp/naid/110003884370
  • 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 17 , http://ci.nii.ac.jp/naid/110003884372
  • 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 17 , http://ci.nii.ac.jp/naid/110003884389
  • 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 17 , http://ci.nii.ac.jp/naid/110003884390
  • 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 17 , http://ci.nii.ac.jp/naid/110003884391
  • 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 17 , http://ci.nii.ac.jp/naid/110003884392
  • 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 17 , http://ci.nii.ac.jp/naid/110003884393
  • 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 17 , http://ci.nii.ac.jp/naid/110003884396
  • 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 17 , http://ci.nii.ac.jp/naid/110003884430
  • 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 17 , http://ci.nii.ac.jp/naid/110003884431
  • 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 22 , http://jglobal.jst.go.jp/public/200902145437755663
  • 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 31 , http://jglobal.jst.go.jp/public/200902103479314875
  • 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 31 , http://jglobal.jst.go.jp/public/200902105205292959
  • 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 31 , http://jglobal.jst.go.jp/public/200902126957058626
  • 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 31 , http://jglobal.jst.go.jp/public/200902140438716856
  • 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 31 , http://jglobal.jst.go.jp/public/200902174713892629
  • 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 31 , http://jglobal.jst.go.jp/public/200902178947107408
  • 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 31 , http://ci.nii.ac.jp/naid/110006563764
  • 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 31 , http://ci.nii.ac.jp/naid/110006565064
  • 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 31 , http://ci.nii.ac.jp/naid/110006565112
  • 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 31 , http://ci.nii.ac.jp/naid/110006565128
  • 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 31 , http://ci.nii.ac.jp/naid/110006565130
  • 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 31 , http://ci.nii.ac.jp/naid/110006565170
  • 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 30 , http://ci.nii.ac.jp/naid/10015778207
  • 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 30 , http://ci.nii.ac.jp/naid/10015778213
  • 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 30 , http://jglobal.jst.go.jp/public/200902110733237815
  • 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 30 , http://jglobal.jst.go.jp/public/200902144549288131
  • 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 18 , http://ci.nii.ac.jp/naid/110007020353
  • 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 18 , http://ci.nii.ac.jp/naid/110007020355
  • 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 18 , http://ci.nii.ac.jp/naid/110007020356
  • 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 18 , http://ci.nii.ac.jp/naid/110007020357
  • 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 18 , http://ci.nii.ac.jp/naid/110007020358
  • 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 18 , http://ci.nii.ac.jp/naid/110007020373
  • 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 18 , http://ci.nii.ac.jp/naid/110007020375
  • 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 , http://ci.nii.ac.jp/naid/130004605303
    Summary:2000年6月より構造に関する新しい規定が施行され,限界耐力計算法が,設計者の選択制によって導入されることになった。この設計法の特色は,荷重および外力が建築物に作用している際の建築物に生ずる力および変形を直接算出するところにある。本報では,限界耐力計算法によって計算される限界耐力を用いて各層の保有水平耐力を制約した重量最小化問題を解き,解の特性を考察する。
  • 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 31 , http://jglobal.jst.go.jp/public/200902109776565389
  • 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 31 , http://jglobal.jst.go.jp/public/200902128778995067
  • 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 31 , http://jglobal.jst.go.jp/public/200902162735984286
  • 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 31 , http://jglobal.jst.go.jp/public/200902166958509852
  • 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 31 , http://jglobal.jst.go.jp/public/200902188337381279
  • 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 31 , http://jglobal.jst.go.jp/public/200902192344838109
  • 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 31 , http://ci.nii.ac.jp/naid/110004220861
  • 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 31 , http://ci.nii.ac.jp/naid/110004220907
  • 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 31 , http://ci.nii.ac.jp/naid/110004220910
  • 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 31 , http://ci.nii.ac.jp/naid/110004220911
  • 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 31 , http://ci.nii.ac.jp/naid/110004220912
  • 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 31 , http://ci.nii.ac.jp/naid/110004220913
  • 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 , http://jglobal.jst.go.jp/public/200902136692409869
  • 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 , http://jglobal.jst.go.jp/public/200902179173654130
  • 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 , http://jglobal.jst.go.jp/public/200902196259145019
  • 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 30 , http://ci.nii.ac.jp/naid/110004217686
  • 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 30 , http://jglobal.jst.go.jp/public/200902111485783847
  • 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 30 , http://jglobal.jst.go.jp/public/200902113860889103
  • 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 30 , http://jglobal.jst.go.jp/public/200902148299541273
  • 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 30 , http://jglobal.jst.go.jp/public/200902152796982329
  • 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 30 , http://jglobal.jst.go.jp/public/200902194097039420
  • 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 30 , http://ci.nii.ac.jp/naid/110004217675
  • 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 30 , http://ci.nii.ac.jp/naid/110004217685
  • 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 30 , http://ci.nii.ac.jp/naid/110004217687
  • 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 30 , http://ci.nii.ac.jp/naid/110004217690
  • 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 28 , http://ci.nii.ac.jp/naid/10016698970
  • 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 26 , http://jglobal.jst.go.jp/public/200902112816610286
  • 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 26 , http://jglobal.jst.go.jp/public/200902131555430409
  • 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 26 , http://jglobal.jst.go.jp/public/200902193830690900
  • 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 , http://jglobal.jst.go.jp/public/200902149900533352
  • 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 , http://jglobal.jst.go.jp/public/200902195426536258
  • 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 , http://jglobal.jst.go.jp/public/200902197601659409
  • 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 , http://jglobal.jst.go.jp/public/200902186950921682
  • 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 30 , http://ci.nii.ac.jp/naid/110004215458
  • 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 30 , http://ci.nii.ac.jp/naid/110004215467
  • 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 30 , http://ci.nii.ac.jp/naid/110004215926
  • 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 , http://jglobal.jst.go.jp/public/200902146433857034
  • 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 , http://jglobal.jst.go.jp/public/200902164860241670
  • 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 , http://jglobal.jst.go.jp/public/200902169649955952
  • 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 26 , http://ci.nii.ac.jp/naid/10016698012
  • 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 , http://jglobal.jst.go.jp/public/200902149634615984
  • 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 , http://jglobal.jst.go.jp/public/200902144701137306
  • 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 , http://jglobal.jst.go.jp/public/200902149700653973
  • 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 , http://jglobal.jst.go.jp/public/200902123079891688
  • 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 30 , http://ci.nii.ac.jp/naid/110004212534
  • 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 30 , http://ci.nii.ac.jp/naid/110004213603
  • 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 , http://jglobal.jst.go.jp/public/200902114581221247
  • 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 , http://jglobal.jst.go.jp/public/200902199913797291
  • 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 , http://jglobal.jst.go.jp/public/200902124313724924
  • 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 , http://jglobal.jst.go.jp/public/200902106202834897
  • 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 , http://jglobal.jst.go.jp/public/200902179770055786
  • 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 , http://ci.nii.ac.jp/naid/110000325180
  • 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 30 , http://ci.nii.ac.jp/naid/110004210723
  • 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 30 , http://ci.nii.ac.jp/naid/110004210724
  • 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 , http://jglobal.jst.go.jp/public/200902109055065504
  • 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 , http://jglobal.jst.go.jp/public/200902198119387171
  • 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 , http://jglobal.jst.go.jp/public/200902197006609708
  • 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 20 , http://ci.nii.ac.jp/naid/110004206331
  • 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 20 , http://ci.nii.ac.jp/naid/110004206332
  • 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 , http://jglobal.jst.go.jp/public/200902106690824730
  • 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 , http://jglobal.jst.go.jp/public/200902179493597479

Awards & Honors

  •   2007 07 , Concrete Engineering Lecture Annual Paper Encouragement Prize

Research Grants & Projects

  • Ministry of Education, Culture, Sports, Science and Technology, Grants-in-Aid for Scientific Research(若手研究(B)), Development of seismic strengthening method for existing wooden houses using ultravioletrayed-hardening FRP, 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.