MURAKAMI Masahide
Department of Architecture | Professor |
Last Updated :2024/09/23
■Researcher basic information
Homepage URL
J-Global ID
Research Keyword
- 木質構造 Timber astructures
Research Field
■Career
Educational Background
■Research activity information
Award
Paper
- Nobuhiko AKIYAMA; Shigefumi OKAMOTO; Tomohiro MORIMOTO; Shigeaki KAWAHARA; Takuro MORI; Hiroshi ISODA; Masahide MURAKAMIJournal of Structural and Construction Engineering (Transactions of AIJ) Architectural Institute of Japan 86 (788) 1452 - 1463 1340-4202 2021/10
- THEORETICAL FORMULA TO PREDICT THE ULTIMATE SHEAR CAPACITY OF SHEATHED SHEAR WALLS WITH ANY NAILING ARRANGEMENT PATTERN Comparison between values calculated from theoretical equations and regression equationsMasahide MURAKAMIJournal of Structural and Construction Engineering (Transactions of AIJ) 785 1068 - 1073 2021/07 [Refereed]
The formula for the full plastic nail arrangement modulus Zpxy which is used in the calculation of the ultimate shear capacity of the sheathed shear walls with any nail arrangement was theoretically derived by using the upper bound theorem. The unknown values are the rotation ratio (qx/qy) and the neutral axis positions (xo and yo) in the calculation. The difference between the calculation with the elastic values and the plastic values as unknown values is within 1.5%. - 各種釘配列した面材張り大壁のせん断座屈の予測法村上 雅英; 小宅 智己; 小谷 竜城日本建築学会構造系論文集 781 449 - 456 2021/03 [Refereed]
- 木質ラーメンにおける弾塑性挙動の簡易計算手法の提案小谷 竜城; 小宅 智己; 村上 雅英日本建築学会技術報告集 65 172 - 177 2021/02 [Refereed]
- CLT二方向フラットスラブの設計用面外曲げFEM解析方法の開発と検証江坂 佳賢; 村上 勝英; 三松 あずさ; 本田 貞光; 塩崎 征男; 小松 賢司; 村上 雅英; 稲山 正弘; 井田 茉利日本建築学会技術報告集 62 103 - 108 2020/02 [Refereed]
- 集成材有孔梁の補強方法の検討小谷 竜城; 小宅 智己; 林 拓磨; 村上 雅英日本建築学会技術報告集 61 1091 - 1096 2019/10 [Refereed]
- Nobuhiko Akiyama; Shigefumi Okamoto; Tomohiro Morimoto; Masahide MurakamiAIJ Journal of Technology and Design Architectural Institute of Japan 24 (57) 613 - 618 1881-8188 2018/06We developed a timber shear wall in steel frame structure and estimated the required performances to be introduced in the 5 storey building. Firstly, we designed the shear walls of this system to satisfy the requirements and conducted the full-scale shear tests to grasp the characteristics of the failure behaviors and the actual properties of the walls. Secondly, we proposed the analytical model and compared to the test results to verify the possibility for predicting them. It was concluded that the walls adopting Cross-Laminated-Timber could achieve the required performances and their mechanical behaviors could be predicted fairly precisely.
- Shigefumi Okamoto; Yoshiharu Azumi; Shinsuke Kurumada; Susumu Kawamura; Masahide MurakamiAIJ Journal of Technology and Design Architectural Institute of Japan 24 (57) 631 - 636 1881-8188 2018/06The purpose of this research is to clarify the influence of difference in size of horizontal diaphragm on shear performance. The subject of research is horizontal diaphragm reinforced with shear key along CLT joints. At first, we confirmed the influence of difference in size of horizontal diaphragm on shear performance by experiment. Next, we confirmed it by numerical analysis of many patterns. As a result, the influence of difference in size of horizontal diaphragm on shear performance was shown.
- 重ね梁形式のCLT二方向フラットスラブの設計方法に関する実験的研究村上勝英; 三松あずさ; 江坂佳賢; 塩崎征男; 小松賢司; 村上雅英日本建築学会技術報告集 57 607 - 612 2018/06 [Refereed]
- 木質面材を鉄骨フレームに嵌め込んだ耐力壁の開発秋山信彦; 岡本滋史; 森本知宏; 村上雅英日本建築学会技術報告集 57 613 - 618 2018/06 [Refereed]
- CLTの継ぎ目をせん断キーで補強した水平構面の面内せん断性能に関する研究岡本滋史; 安曇良治; 車田慎介; 河村進; 村上雅英日本建築学会技術報告集 57 631 - 636 2018/06 [Refereed]
- 軸力作用下におけるGIR接合部のモーメント抵抗性能の評価手法の開発および設計事例への適用江坂佳賢; 村上勝英; 村上雅英; 稲山正弘日本建築学会構造系論文集 57 637 - 642 2018/06 [Refereed]
- 集成材の繊維平行方向に埋め込まれたラグスクリューボルト接合部の引抜性能算定式の提案及び検証小谷竜城; 村上雅英; 青木謙治; 稲山正弘日本建築学会構造系論文集 748 847 - 857 2018/06 [Refereed]
- Ryuki Odani; Teruki Kitagawa; Kenji Aoki; Masahiro Inayama; Masahide MurakamiJournal of Structural and Construction Engineering Architectural Institute of Japan 83 (744) 285 - 295 1881-8153 2018/02 [Refereed]
The purpose of this paper is to elucidate the pull-out resistance mechanism of the lagscrewbolt joint embedded in parallel to the grain of timber and to lead to the proposal of the design method. In this paper the state of stress and strain of lagscrewbolt joint is examined by numerical analysis because of difficulty of the experimental confirmation. Elastic analysis by FEM model was conducted and the results were compared with the experimental results. At the end, the pull-out resistance mechanism was clarified. - Masahide Murakami; Yoshiharu AzumiJournal of Structural and Construction Engineering Architectural Institute of Japan 82 (732) 239 - 246 1881-8153 2017/02 [Refereed]
The stiffness and shear capacity of nailed sheathed shear walls are calculated by summing up the resistance force of nails assuming that sheets don't buckle and are not damaged by shear. High strength shear walls are designed based on calculation without considering the limitation of the existing formulae. The limitation of this formulae is determined in this paper based on experimental and analytical studies. It is demonstrated that the findings of the work reported by the authors are applicable regardless of the material type and size of sheets. The critical shear buckling stress of sheathed shear walls with stiffening with studs are estimated to be twice the theoretical critical shear buckling stress of sheathed shear walls without studs whose edges are simply supported. The method to determine the limitation of the existing formulae for the calculation to design high strength shear walls are presented. - Yoshiharu Azumi; Masahide MurakamiJournal of Structural and Construction Engineering Architectural Institute of Japan 81 (724) 981 - 991 1881-8153 2016/06 [Refereed]
Most formulae to calculate the shear stiffness of a sheathed shear wall are derived under the assumption of rigid frames connected with pins. But the flexural and axial deformation of vertical studs affects the shear stiffness of a shear wall. A few other conventional formulae to calculate the shear stiffness of a sheathed shear wall consider only the effect of the flexural deformation of vertical studs. Since there is no calculation method of the shear stiffness considering the effect of the flexural and the axial deformation of vertical studs, numerical analyses are conducted. In this paper, we derive simplified formulae based on the principle of minimum potential energy. The formulae are verified by numerical static elasticity analyses. - Ryuki Odani; Masahide Murakami; Masahiro InayamaJournal of Structural and Construction Engineering Architectural Institute of Japan 81 (722) 757 - 767 1881-8153 2016 [Refereed]
The purpose of this paper is to appropriately judge the decision method for exponents of verification formula for combined stress in the safety side. The decision method allows it to determine by showing the evaluation standard that derived by mechanical model. It shows that a decision method of exponents, which this paper suggests, for the bending moment resisting joints by drift-pin joint is appropriate. The validity of the decision method is inspected by numerical analysis, an experiment and a past research for the evaluation standard that derived by mechanical model. - Yoshiharu Azumi; Ryuki Odani; Takeshi Nakagawa; Shigefumi Okamoto; Masahide MurakamiJournal of Structural and Construction Engineering Architectural Institute of Japan 81 (721) 595 - 605 1881-8153 2016 [Refereed]
Evaluate methods of short-term basic shear strength of a gable roof diaphragm in experiment and in calculation are inconsistent because these methods are assumed to be different yield mode. The evaluation method for shear performance of a gable roof diaphragm in the experimental procedure and in the calculation procedure with the assumption of same yielding mode is presented in this paper. When the maximum strength of a roof diaphragm is due to yielding nail joints between panel and rafter, short-term basic shear strength per unit length of a roof diaphragm is verified that well agrees regardless of pitch of roof and size by experiments and numerical analyses. - Kazuyoshi Komoto; Yoshiharu Azumi; Masahide Murakami; Masahiro InayamaJournal of Structural and Construction Engineering Architectural Institute of Japan 81 (719) 79 - 89 1881-8153 2016/01 [Refereed]
In recent years, Japanese exposed-post and beam style rooms made with panels nailed onto wooden framework structures, or Menzai-Shin-Kabe, have become more common than the traditional mud plaster on laths method, called Tsuchi-kabe. Menzai-Shin-Kabe is the method of nailing sheathing materials, such as structural plywood, onto studs placed in between exposed-post framework. The formulae to calculate the elastic stiffness, yield point, ultimate strength and the ductility factor of Menzai-Shin-Kabe have been derived from the elements of the shear resistance of the nails hammered into the studs and bedding frames, and the truss effect from the diagonal compression resistance of the sheathing material. In order to verify the scope of application of the formulae, shear racking tests of sheathed walls have been carried out where plywood is employed as the sheathing material. - Masahide Murakami; Yoshiharu Azumi; Yoshitaka OhshitaJournal of Structural and Construction Engineering Architectural Institute of Japan 80 (716) 1569 - 1578 1881-8153 2015 [Refereed]
The stiffness and capacity of nailed sheathed shear walls are calculated by assuming that sheets don't buckle. There is no way to predict the critical stress of shear buckling of nailed sheathed shear walls. The effect of shear buckling is not considered in the examination of sheets against shear failure when structural design of high strength sheathed shear walls is carried out. Two formulae are experimentally found in this paper: one formula is to predict the critical stress of shear buckling considering the restriction of rotation along edges of sheets with nails the other is to express the relation between shear strength of plywood sheets and critical stress of shear buckling in nailed sheathed shear walls. - Yoshiharu Azumi; Masahide MurakamiJournal of Structural and Construction Engineering Architectural Institute of Japan 80 (707) 93 - 103 1881-8153 2015 [Refereed]
The sheathed shear elements (i.e. shear walls and horizontal diaphragms) play an important role in the wind and seismic resistance of wooden structures. When sheathed shear elements are used as a horizontal diaphragm, they are reinforced with shear keys along panel joints to increase the shear stiffness and strength. A simplified formula to predict the performance of sheathed shear elements reinforced with shear keys along panel joints is derived in this paper. Influences that the ratio C of the stiffness of nails to that of shear keys have on the performance of sheathed shear elements are discussed in Chapter 2. The simplified formula to predict the performance of sheathed shear elements is derived in Chapter 3. The validity of a simplified formula is examined with numeral analyses that consider the size of sheathed shear elements, the ratio C of the stiffness of nails to that of shear keys and the aspect ratio and number of panels in Chapter 4. The simplified formula to predict shear stiffness of a sheathed shear element (Fig.5) is derived by the energy method based on the following assumptions: (1) The resisting mechanism of sheathed shear elements can be divided into the horizontal component (X direction) and the vertical component (Y direction) (Fig.7). These two components can be connected in series. (2) The vertical component consists of two deformation modes, i.e. the rotation of panels (MODE1) and the translation in the Y direction (MODE2) (Fig.8). (3) The rotational angles, θx and θy, of each panel in the X and Y directions are equal. (4) The influences of friction between panels in large deformation are negligible. The yielding strength of sheathed shear elements is calculated by comparison of the yielding loads of nails at three points on the outer panel and the adjacent panel to it (Fig.12) and those of shear keys along two panel joints (Fig.11). The ultimate strength of the sheathed shear elements is calculated for two ultimate states (Fig.13). The formula is verified by comparison with results by two different numerical static elasto-plasticity analyses (Fig.1 and Fig.18) with C as a variable. The comparison between the simplified formula and numerical analyses is shown in Figs. 19-26. The calculation result obtained with the formula considering the behavior of all panels well agrees with the analytical results. The formula becomes complicated as the number of panels increases. When the formula is simplified, the validity of the simplified formula depends on the number of panels and the value of C. - Atsuo Takino; Yoshiharu Azumi; Shigefumi Okamoto; Takeshi Nakagawa; Tomonori Shibutani; Masahide MurakamiJournal of Structural and Construction Engineering Architectural Institute of Japan 79 (703) 1329 - 1336 1881-8153 2014/09 [Refereed]
The shear performance, such as stiffness and strength, of floor construction of traditional wooden structures is lower than that of structural plywood because the small width board is used. In the large deformation area, however, increasing shear strength and stiffness are produced by friction between boards. In this study, we suggested the formula to predict the shear performance of floor construction of traditional wooden structures considering the increasing strength produced by friction based on the direct shear performance of nails. - Masahide Murakami; Yoshiharu Azumi; Atsuo Takino; Shigefumi Okamoto; Takeshi Nakagawa; Shinsuke KurumadaJournal of Structural and Construction Engineering Architectural Institute of Japan 79 (702) 1137 - 1146 1881-8153 2014/08 [Refereed]
Three kinds of simplified formulae to predict shear stiffness and yielding strength of a horizontal diaphragm reinforced with shear keys along panel joints are derived in this paper. The validity of these formulae is discussed based on the comparison of them to numerical analyses. It is shown that their validity depends on the ratio C of the stiffness of nails to that of shear keys.The shear stiffness and yielding strength of a horizontal diaphragm are the best predicted when the fact that the diaphragm behaves as a single panel for a higher C value is considered. - 「土質力学に基づく土塗壁の耐力変形推定式の提案 −壁土のせん断破壊が卓越する場合−」に対する討論 (宇都宮直樹,宮本慎宏,山中 稔,松島 学著 日本建築学会構造系論文集,第78巻,第684号,363-368,2013年2月号掲載)村上 雅英日本建築学会構造系論文集 (693) 2045 2013/11 [Refereed]
- Tatsuya Imanishi; Toshiyuki Kanyama; Masahide MurakamiAIJ Journal of Technology and Design 19 (41) 131 - 136 1341-9463 2013/02 [Refereed]
The general method for strengthening unreinforced concrete foundation beams of wooden houses against earthquakes is to arrange reinforcing bars and to cast concrete along the existing foundation beam. The construction cost of this method accounts for major percentage of the total construction cost for strengthening. A new method for flexural reinforcement with steel channel attached to one side of unreinforced concrete foundation beams was developed, which can reduce the cost. Bending moment tests were carried out to check the structural performance. A formula to predict the flexural capacity was obtained as a result of experimental and analytical studies. - Shuntaro Tanaka; Hiroki Matsunaga; Norio Iwata; Masahide MurakamiAIJ Journal of Technology and Design 18 (38) 125 - 129 1341-9463 2012 [Refereed]
In this paper, we present a new approach to calculate the horizontal load carring capacity of a wooden structure consisting of structural components with different deformation capacities. The conventional perfect elasto-plastic model is found to be improved by adopting a safety limit angle that gives the same potential energy for the individual components. - Takayuki Sugimoto; Makoto Kageyama; Norio Iwata; Masahide MurakamiAIJ Journal of Technology and Design 17 (37) 861 - 866 1341-9463 2011 [Refereed]
Two new low-cost shear walls have been developed, to effectively strengthen a conventional wooden structure without any change in the foundation of the house. The sheathed shear wall with a 330 mm height wooden beam does not require RC beam foundation. The brace shear wall has "all-threaded steel" bars and so-called "hole-down joint metal". Furthermore, a 46-year old wooden house was retrofitted using the two newly developed walls as well as other conventional strengthening's. It was confirmed that after strengthening, all indices are greater than 1.00 and the natural period becomes shorter. - Makoto Kageyama; Masahide MurakamiAIJ Journal of Technology and Design 17 (35) 107 - 112 1341-9463 2011 [Refereed]
This paper elucidated two problems to calculate the structural performance evaluation of the moment resistance timber frame ("frame") with a vertical load by structural analysis on actual design. Problems as follows ultimate strength of the frame that connection is brittle, and frame structural performance that critical section position of columnbeam connection is not on structural axis. For numerical analysis, it is confirmed that ultimate strength of the frame is fallen because of a vertical load, and critical section position should evaluate appropriate position for each connection specification. - Shigefumi Okamoto; Masahide Murakami; Mas Ahiro InayamaJournal of Structural and Construction Engineering 75 (657) 2019 - 2026 1340-4202 2010/11 [Refereed]
Formulae to predict shear force-drift angle relations of compressive bracing shear walls with arbitrary wall length are proposed in this paper, taking into consideration the equilibrium of forces and friction acting on end of the braces. These formulae are derived assuming the major component of deformation of compressive bracing shear wall is the compression of both ends of a brace into a girder and a sill. These formulae are verified with element tests of brace ends and tests of bracing shear walls. - Masahiro Inayama; Masahide MurakamiJournal of Structural and Construction Engineering 75 (657) 2009 - 2017 1340-4202 2010/11 [Refereed]
According to the moment resistance frame substitution model, the assumed stress state about the N value calculation method to estimate the required tensile force of column's top and bottom joints was explained. The general solution about the tensile force of column's top and bottom joints was derived with the moment resistance frame substitution model and the shear panel substitution model in which the bending stiffness of the beams and the axial stiffness of the joints were considered. It was found by using the general solution with these substitution models that the coefficient "Bi", which is multiplied by the shear wall magnification factor in N value calculation method, was affected by the bending stiffness of the beams and the shear wall length. As a result, the validity and coverage of the coefficient "Bi" became clear. In addition, the approximated values of "Bi" corresponding to each shear wall length were shown in Table 3 for the practical structural calculation as the result of this theoretical study. The tensile force of column's top and bottom joints in various conditions can be obtained accurately by the calculation method of this theoretical study. - Ryuki Odani; Makoto Kageyama; Masahide Murakami; Masahiro InayamaJournal of Structural and Construction Engineering 75 (654) 1483 - 1490 1340-4202 2010/08 [Refereed]
The current earthquake resistant design code for building in Japan, basically assumed a rigid horizontal diaphragm while calculating the eccentricity and correction coefficient of torsion. Such assumption may cause dangerous design while considering a flexible horizontal diaphragm with large eccentricity for real structure. Considering the shear deformation of floor, calculation method has been presented in this paper for eccentricity and correction coefficient of torsion. In elastic design, eccentric moment caused by earthquake force is generally resisted by the walls both X and Y directions, which in such case show rotation resist effect. Assuming the shear stiffness of the floor and the rotational resistant force from the wall to be in-series, formulae for calculating the eccentricity have been derived. These formulae also are verified by simulating an elastic one span model, using both static analyses and dynamic time history analyses. - Makoto Kageyama; Masahide Murakami; Kohei KomatsuJournal of Structural and Construction Engineering Architectural Institute of Japan 75 (647) 165 - 173 1881-8153 2010 [Refereed]
The purpose of this study is to establish the evaluation method of the structural performance of connection in moment resistance timber frame under combined stress of bending moment and shearing force.In order to make clear the problem, bending and shearing tests with several different shear span lengths were carried out.Moment capacity of the moment resistance timber frame connection was evaluated accurately by using the shear span length not from connection point of linear elements, but from center position of the shearing resistance at the connection to the inflection point. - KOMOTO Kazuyoshi; MURAKAMI Masahide; INAYAMA MasahiroJ. Struct. Constr. Eng. Architectural Institute of Japan (629) 1127 - 1134 1340-4202 2008/07Generally in Japanese style rooms, sheathed walls with uncovered post have spread instead of mud walls. The sheathing material is nailed and inserted in the frame with noggings. The formula to calculate the elastic strength, yield point, ultimate strength and the ductility of factor has been derived for sheathed wall, considering the elements of the shear resistance of the nail struck in the noggings and frame, and the diagonal compression resistance of the sheathing material as truss action. In order to verify the formula, the shear examinations of sheathed walls have been carried out where five kinds of different sheathing material have been used. It is clear that the formula is sufficiently accurate to predict the elastic and plastic behavior of sheathed walls with uncovered post for structural calculation.
- FUJII Masaya; INAYAMA Masahiro; MURAKAMI MasahideJ. Struct. Constr. Eng. Architectural Institute of Japan (628) 931 - 938 1340-4202 2008/06In this paper, the formula to evaluate the required tensile capacities of connections at column's top and bottom for conventional post and beam structural system having sheathed walls with openings, which are extended assuming rigidity of beams and floors in three dimensional structures from one previously derived assuming rigidity of beams in plane structures by authors, is presented and experimentally verified.The formula to evaluate normal force of column consists of the sums of the dead normal force, the normal force caused from the over turning moment by the horizontal shear force acting on upper stories, and vertical shear force produced in the shear wall carrying the shear resistance. The formula has been verified by carrying experiments on a two story three dimension structure with 26 kind variables. Dividing three dimension effect into perpendicularly arranged columns and walls effect to loading direction, the generating mechanisms have been experimentally made clear. For the variable of the bending stiffness of beam, experiments clearly shown that the beam deformation could not been disregarded.
- HASEMI Yuji; MURAKAMI Masahide; KAWAI Naohito; YAMADA Makoto; YASUI Noboru; OSHIUMI Shiro; SHIMIZU Yosuke; KOBATA Seiji; KAMIYA Hidemi; SAKATA Takahiro; NAGAMORI HirokiAIJ Journal of Technology and Design Architectural Institute of Japan 14 (27) 163 - 168 1341-9463 2008/06In-plane shear tests and loaded fire tests on post-shear test specimens are conducted on one-story tall conventional post-beam wooden walls retrofitted with both-sides panels for the improvement of seismic and post-earthquake fire resistance. The tests have verified high shear and post-earthquake fire performance of 12.5mm thick structural gypsum board, high density gypsum fiberboard, and ceramic-siding and steel-sandwich panel external walls.
- Calculation method for an envelope curve based on load carrying mechanism of Japanese traditional mud wall with uncovered posts and beamsShigefumi Okamoto; Masahide Murakami10th World Conference on Timber Engineering 2008 3 1271 - 1277 2008
- KAWAGOE Yuko; HASEMI Yuji; KAMIYA Hidemi; KOBATA Seiji; YASUI Noboru; SAKATA Takahiro; NAGAMORI Hiroki; MURAKAMI MasahideAIJ Journal of Technology and Design Architectural Institute of Japan 14 (28) 483 - 486 1341-9463 2008To improve disaster prevention performance of wooden densely inhabited district without large-scale urban development, authors are researching and developing The simultaneous seismic & fire-resistive reinforcement. Effectiveness of the reinforcement for the reduction of post-earthquake urban fire hazard is studied using the building data from a historic still crowded "bed town" near Tokyo through the BRI urban fire simulator. From the analysis in consideration of past research1), it was found that the reinforcement has the possibility of efficiently reducing danger of post-earthquake urban fire hazard.
- Nobuyoshi Yamaguchi; Masato Nakao; Masahide Murakami; Kenji Miyazawa2008 SEISMIC ENGINEERING CONFERENCE COMMEMORATING THE 1908 MESSINA AND REGGIO CALABRIA EARTHQUAKE, PTS 1 AND 2 AMER INST PHYSICS 1020 761 - + 0094-243X 2008 [Refereed]
For seismic design, ductility-related force modification factors are named R factor in Uniform Building Code of U.S, q factor in Euro Code 8 and Ds (inverse of R) factor in Japanese Building Code. These ductility-related force modification factors for each type of shear elements are appeared in those codes. Some constructions use various types of shear walls that have different ductility, especially for their retrofit or re-strengthening. In these cases, engineers puzzle the decision of force modification factors of the constructions. Solving this problem, new method to calculate lateral strengths of stories for simple shear wall systems is proposed and named 'Stiffness - Potential Energy Addition Method' in this paper. This method uses two design lateral strengths for each type of shear walls in damage limit state and safety limit state. Two lateral strengths of stories in both limit states are calculated from these two design lateral strengths for each type of shear walls in both limit states. Calculated strengths have the same quality as values obtained by strength addition method using many steps of load-deformation data of shear walls. The new method to calculate ductility factors is also proposed in this paper. This method is based on the new method to calculate lateral strengths of stories. This method can solve the problem to obtain ductility factors of stories with shear walls of different ductility.
MISC
- 中太郎; 小谷竜城; 村上雅英; 青木謙治; 稲山正弘 日本建築学会構造系論文集(Web) 88- (804) 2023
- 中太郎; 小谷竜城; 村上雅英; 青木謙治; 稲山正弘 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) 2022- 2022
- 鉄骨フレームに木質面材を嵌め込んだ耐力壁の開発研究 その1 実大実験岡本 滋史岡本; 滋史; 秋山 信彦; 森本 知宏; 村上 雅英 2016年度日本建築学会大会(九州)学術講演梗概集 2016/08
- 鉄骨フレームに木質面材を嵌め込んだ耐力壁の開発研究 その2 実験値と解析値の比較秋山 信彦; 岡本 滋史; 森本 知宏; 村上 雅英 2016年度日本建築学会大会(九州)学術講演梗概集 2016/08
- TAKINO Atsuo; MURAKAMI Masahide Summaries of technical papers of annual meeting 2015- 335 -336 2015/09
- OHSHITA Yoshitaka; MURAKAMI Masahide; AZUMI Yoshiharu Summaries of technical papers of annual meeting 2015- 255 -256 2015/09
- MURAKAMI Masahide; OHSHITA Yoshitaka; AZUMI Yoshiharu Summaries of technical papers of annual meeting 2015- 257 -258 2015/09
- KOMOTO Kazuyoshi; AZUMI Yoshiharu; MURAKAMI Masahide Summaries of technical papers of annual meeting 2015- 271 -272 2015/09
- AZUMI Yoshiharu Summaries of technical papers of annual meeting 2015- 413 -414 2015/09
- OKAMOTO Shigefumi; AKIYAMA Nobuhiko; MORIMOTO Tomohiro; MORI Takuro; ISODA Hiroshi; MURAKAMI Masahide Summaries of technical papers of annual meeting 2015- 145 -146 2015/09
- MORIMOTO Tomohiro; OKAMOTO Shigefumi; AKIYAMA Nobuhiko; MORI Takuro; ISODA Hiroshi; MURAKAMI Masahide Summaries of technical papers of annual meeting 2015- 143 -144 2015/09
- ODANI Ryuki; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of annual meeting 2015- 139 -140 2015/09
- AKIYAMA Nobuhiko; OKAMOTO Shigefumi; MORIMOTO Tomohiro; MORI Takuro; ISODA Hiroshi; MURAKAMI Masahide Summaries of technical papers of annual meeting 2015- 147 -148 2015/09
- LSB接合を用いたCLTによる耐力壁の開発 その3 実験値と解析値の比較秋山信彦; 岡本滋史; 森本知宏; 森 拓郎; 五十田博; 村上雅英 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- 2015/09
- LSB接合を用いたCLTによる耐力壁の開発 その2 要素実験岡本滋史; 秋山信彦; 森本知宏; 森 拓郎; 五十田博; 村上雅英 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- 2015/09
- LSB接合を用いたCLTによる耐力壁の開発 その1 実大実験森本知宏; 岡本滋史; 秋山信彦; 森 拓郎; 五十田博; 村上雅英 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- 2015/09
- ODANI Ryuki; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of annual meeting 2014- 147 -148 2014/09
- MURAKAMI; OSHITA; AZUMI Summaries of technical papers of annual meeting 2014- 43 -44 2014/09
- OSHITA; MURAKAMI; AZUMI Summaries of technical papers of annual meeting 2014- 41 -42 2014/09
- AZUMI Y.; MURAKAMI M. Summaries of technical papers of annual meeting 2014- 523 -524 2014/09
- OKAMOTO Shigefumi; AZUMI Yoshiharu; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of annual meeting 2014- 529 -530 2014/09
- 面材の継ぎ目に沿ってせん断キーで補強した面材張り耐力要素のせん断性状の推定 その2 数値解析及び実験による推定式の検証車田 慎介; 安曇 良治; 岡本 滋史; 村上 雅英 2014年度日本建築学会大会(近畿)学術講演梗概集 2014/09
- 転ばし根太床水平構面の面内せん断性状に関する研究岡本 滋史; 安曇 良治; 村上 雅英; 稲山 正弘 2014年度日本建築学会大会(近畿)学術講演梗概集 2014/09
- AZUMI Y.; MURAKAMI M. Summaries of technical papers of annual meeting 2013- 145 -146 2013/08
- TAKINO Atsuo; MURAKAMI Masahide Summaries of technical papers of annual meeting 2013- 147 -148 2013/08
- MURAKAMI M.; AZUMI Y. Summaries of technical papers of annual meeting 2013- 143 -144 2013/08
- 伝統的構法に用いる床構面の面内せん断性状に関する研究 : その1 実験概要中川 岳士; 岡本 滋史; 安曇 良治; 村上 雅英; 瀧野 敦夫 2013年度日本建築学会大会(北海道)学術講演梗概集 2013/08
- 伝統的構法に用いる床構面の面内せん断性状に関する研究 : その2 実験結果の比較岡本 滋史; 中川 岳士; 安曇 良治; 村上 雅英; 瀧野 敦夫 2013年度日本建築学会大会(北海道)学術講演梗概集 2013/08
- KOMOTO Kazuyoshi; MURAKAMI Masahide; INAYAMA Masahiro; AZUMI Yoshiharu; OKADA Hisashi Summaries of technical papers of annual meeting 2012- 23 -24 2012/09
- FUKUMOTO Mitsuo; KOMOTO Kazuyoshi; MURAKAMI Masahide; INAYAMA Masahiro; AZUMI Yoshiharu; OKADA Hisashi Summaries of technical papers of annual meeting 2012- 25 -26 2012/09
- TAKINO Atsuo; NAKAGAWA Takeshi; MURAKAMI Masahide Summaries of technical papers of annual meeting 2012- 69 -70 2012/09
- FUJII Masaya; SAITO Sumito; OKAMOTO Shigefumi; MURAKAMI Masahide Summaries of technical papers of annual meeting 2012- 513 -514 2012/09
- 方形屋根の面内せん断性状に関する解析的研究 : その1 実験概要及び要素試験安曇 良治; 村上 雅英; 岡本 滋史; 中川 岳士; 稲山 正弘; 相馬 智明 2012年度日本建築学会大会(東海)学術講演梗概集 2012/09
- 登梁用の梁受金物の試験方法に関する考察藤井 雅也; 西塔 純人; 岡本 滋史; 村上 雅英 2012年度日本建築学会大会(東海)学術講演梗概集 2012/09
- 各種屋根構面のせん断性状に関する実験研究 : その2 伝統工法の切妻屋根の包絡線の推定中川 岳士; 岡本 滋史; 村上 雅英; 安曇 良治; 瀧野 敦夫; 稲山 正弘 2012年度日本建築学会大会(東海)学術講演梗概集 2012/09
- 各種屋根構面のせん断性状に関する実験研究 : その1 実験結果及び瓦荷重の有無による影響岡本 滋史; 中川 岳士; 村上 雅英; 安曇 良治; 瀧野 敦夫; 稲山 正弘 2012年度日本建築学会大会(東海)学術講演梗概集 2012/09
- 方形屋根の面内せん断性状に関する解析的研究 : その2 方形屋根のモデル化と解析結果村上 雅英; 安曇 良治; 岡本 滋史; 中川 岳士; 稲山 正弘; 相馬 智明 2012年度日本建築学会大会(東海)学術講演梗概集 2012/09
- 村上 雅英; 今西 達也; 杉本 貴之 GBRC 37- (2) 12 -20 2012/04
- 方形及び寄棟のせん断性状に関する実験研究 : その1 実験概要中川 岳士; 岡本 滋史; 村上 雅英; 相馬 智明; 安曇 良治; 杉本 貴之; 稲山 正弘; 安藤 直人 2011年度日本建築学会大会(関東)学術講演梗概集 2011/08
- φ65mm丸鋼ジベルを用いた接合部耐力試験角野 大介; 村上 勝英; 岡本 滋史; 村上 雅英 2011年度日本建築学会大会(関東)学術講演梗概集 2011/08
- 被災ラーメン柱脚部へのエポキシ樹脂注入工法による補修効果の検証紀本 享; 岡本 滋史; 杉本 貴之; 村上 雅英 2011年度日本建築学会大会(関東)学術講演梗概集 2011/08
- 方形及び寄棟のせん断性状に関する実験研究 : その2 変形性状岡本 滋史; 中川 岳士; 村上 雅英; 相馬 智明; 安曇 良冶; 杉本 貴之; 稲山 正弘; 安藤 直人 2011年度日本建築学会大会(関東)学術講演梗概集 2011/08
- MURAKAMI Masahide; IWATA Norio; MATSUNAGA Hiroki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2011- 173 -174 2011/07
- SUGIMOTO Takayuki; IMANISHI Tatsuya; KANYAMA Toshiyuki; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2011- 491 -492 2011/07
- IMANISHI Tatsuya; SUGIMOTO Takayuki; KANYAMA Toshiyuki; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2011- 489 -490 2011/07
- AZUMI Yoshiharu; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2011- 13 -14 2011/07
- 河本 和義; 村上 雅英; 稲山 正弘 Journal of structural and construction engineering 76- (665) 1319 -1327 2011/07
- 景山 誠; 村上 雅英 Journal of structural and construction engineering 76- (661) 581 -590 2011/03
- MATSUOKA Daisuke; SUGIMOTO Takayuki; KAGEYAMA Makoto; IWATA Norio; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010- 463 -464 2010/07
- AZUMI Yoshiharu Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010- 427 -428 2010/07
- SUGIMOTO Takayuki; MATSUOKA Daisuke; KAGEYAMA Makoto; IWATA Norio; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010- 465 -466 2010/07
- SOMA Tomoaki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010- 429 -430 2010/07
- MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010- 425 -426 2010/07
- INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010- 263 -264 2010/07
- YAMAGUCHI Nobuyoshi; NAKAO Masato; MURAKAMI Masahide; MIYAZAWA Kenji Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010- 281 -282 2010/07
- FUKUYAMA Hiroshi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010- 265 -266 2010/07
- KAGEYAMA Makoto; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010- 89 -90 2010/07
- 吉川 盛一; 中川 貴文; 中島 史郎; 相馬 智明; 涌田 良一; 稲山 正弘; 安藤 直人; 村上 雅英 日本建築学会関東支部研究報告集 80- 401 -404 2010/03
- NAKAGAWA Takeshi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 423 -430 2010
- 木造軸組工法における水平構面の面内せん断試験(その5)パーティクルボード張り床構面吉川盛一; 中川貴文; 中島史郎; 相馬智明; 涌田良一; 稲山正弘; 安藤直人; 村上雅英 日本建築学会学術講演梗概集(北陸), C-1, 453 -454 2010
- 木造軸組工法における水平構面の面内せん断試験 その4 パーティクルボードのせん断弾性係数とそれを面材とした釘の一面せん断性能涌田良一; 吉川盛一; 福山弘; 相馬智明; 中川貴文; 中島史郎; 稲山正弘; 安藤直人; 村上雅英 日本建築学会学術講演梗概集(北陸), C-1, 451 -452 2010
- KAGEYAMA Makoto; MATSUOKA Daisuke; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009- 109 -110 2009/07
- HIROKAWA Atsushi; INAYAMA Masahiro; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009- 187 -188 2009/07
- MATSUOKA Daisuke; KAGEYAMA Makoto; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009- 107 -108 2009/07
- OKAMOTO Shigefumi; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009- 327 -328 2009/07
- 河本 和義; 福本 満夫; 小原 勝彦; 村上 雅英 学術講演梗概集. C-1, 構造III, 木質構造, 鉄骨構造, 鉄骨鉄筋コンクリート構造 2009- 367 -368 2009/07
- MORI Hiroyuki; KAWAHARASAKI Shinya; FUJITA Masanori; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009- 301 -302 2009/07
- KAWAHARASAKI Shinya; KAGEYAMA Makoto; HUKUYAMA Hiroshi; YOSIKAWA Seiiti; SOMA Tomoaki; WAKUTA Ryouiti; INAYAMA Masahiro; ANDOU Naoto; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009- 381 -382 2009/07
- ODANI Ryuki; KAGEYAMA Makoto; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009- 193 -194 2009/07
- FUKUMOTO Mitsuo; KOMOTO Kazuyoshi; IMANISHI Akira; KISHITA Masaya; OOCHI Masato; KOHARA Katsuhiko; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009- 369 -370 2009/07
- MURAKAMI Masahide; ODANI Ryuki; KAGEYAMA Makoto; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009- 195 -196 2009/07
- Shigefumi Okamoto; Masahide Murakami; Masahiro Inayama Journal of Structural and Construction Engineering 74- (641) 1275 -1283 2009/07
- 村上 雅英 建築技術 (712) 162 -165 2009/05
- 相馬 智明; 村上 雅英 建築技術 (712) 136 -141 2009/05
- 村上 雅英 建築技術 (712) 154 -157 2009/05
- 村上 雅英 建築技術 (712) 128 -133 2009/05
- Shigefumi Okamoto; Masahide Murakami; Masahiro Inayama Journal of Structural and Construction Engineering 74- (639) 881 -888 2009/05
- 鋼板サンドイッチパネルを使用した筋かい付木造軸粗用耐力壁の耐震防耐火性能藤田正則; 村上 雅英; 川原崎真也; 完山利行 構造工学論文集 55B- 225 -230 2009/03
- 木造軸組工法における水平構面の面内せん断性状に関する研究 その3 火打ち水平構面の面内せん断試験宋昌錫; 吉川盛一; 相馬智明; 稲山正弘; 安藤直人; 村上雅英 構造工学論文集 55B- 197 -202 2009/03
- SOMA Tomoaki; SONG Changsuk; YOSHIKAWA Seiichi; INAYAMA Masahiro; ANDO Naoto Journal of structural engineering. B 55B- 189 -196 2009/03
- YOSHIKAWA Seiichi; SOMA Tomoaki; SONG Changsuk; INAYAMA Masahiro; ANDO Naoto; MURAKAMI Masahide; GOTO Masami Journal of structural engineering. B 55B- 179 -187 2009/03
- SOMA Tomoaki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 383 -386 2009
- Atsushi Hirokawa; Masahiro Inayama; Masahide Murakami; Hiroaki Komatsu; Osamu Kawakami; Naohito Kawai Journal of Structural and Construction Engineering 74- (645) 2053 -2060 2009
- 任意壁長土壁のせん断力-変形角関係の推定と検証岡本 滋史; 村上 雅英 2008年度日本建築学会大会(中国)学術講演梗概集 2008/09
- HIRAI Yoshiyuki; KANYAMA Toshiyuki; KAGEYAMA Makoto; MURAKAMI Masahide; SUGIMOTO Toshikazu Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008- 395 -396 2008/07
- KAGEYAMA Makoto; SUGIMOTO Toshikazu; KANYAMA Toshiyuki; MURAKAMI Masahide; HIRAI Yoshiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008- 397 -398 2008/07
- MURAKAMI Masahide; KAWAHARASAKI Shinya; FUJITA Masanori Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008- 461 -462 2008/07
- KAWAHARASAKI Shinya; MURAKAMI Masahide; FUJITA Masanori Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008- 463 -464 2008/07
- ODANI Ryuki; KAGEYAMA Makoto; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008- 221 -222 2008/07
- HIRAKURI Daisuke; SAWANO Yoshinao; HIRAI Hiroyuki; YASUI Noboru; HASEMI Yuji; KIMURA Tadanori; YAMAMOTO Kouichi; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology 2008- 297 -298 2008/07
- MIYAMOTO Shunsuke; MIYAZAWA Kenji; INAYAMA Masahiro; MURAKAMI Masahide Journal of structural engineering. B 54- 129 -136 2008/03
- 平栗 大資; 長谷見 雄二; 澤野 恵直; 平井 宏幸; 安井 昇; 木村 忠紀; 山本 幸一; 村上 雅英 日本建築学会関東支部研究報告集 I (78) 385 -388 2008/02
- Masato Nakao; Masahide Murakami; Nobuyoshi Yamaguchi; Kenji Miyazawa Journal of Structural and Construction Engineering 73- (624) 291 -298 2008/02
- 筋かいを埋め込んだ高耐力土塗り壁の開発実験佐野 春仁; 村上 雅英; 岡本 滋史 2007年度日本建築学会大会(九州)学術講演梗概集 2007/08
- FUJII Masaya; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007- 369 -370 2007/07
- MURAKAMI Masahide; OKAMOTO Sigefumi; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007- 239 -240 2007/07
- INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007- 367 -368 2007/07
- MIYAMOTO Shunsuke; MIYAZAWA Kenji; INAYAMA Masahiro; MURAKAMI Measahid Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007- 381 -382 2007/07
- OKAMOTO Shigefumi; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007- 241 -242 2007/07
- SUGIMOTO Toshikazu; HIRAI Yoshiyuki; MURAKAMI Masahide; INOUE Ryuji Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007- 49 -50 2007/07
- KAN-YAMA Toshiyuki; FUJITA Masanori; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007- 501 -502 2007/07
- Masanori Fujita; Katsuhiko Kohara; Kazuyoshi Komoto; Masahide Murakami AIJ Journal of Technology and Design 13- (25) 103 -108 2007/06
- 村上 雅英; 杉本 敏和; 平井 義行 GBRC 32- (4) 23 -27 2007
- OKAMOTO Shigefumi; SAWATA Kei; MURAKAMI Masahide; SUZUKI Tamotsu; INAYAMA Masahiro Journal of Structural and Construction Engineering (Transactions of AIJ) 72- (621) 103 -110 2007
- SAWATA Kei; OKAMOTO Sigehumi; MURAKAMI Masahide; KAWANABE Aiko; SUZUKI Tamotsu Journal of Structural and Construction Engineering (Transactions of AIJ) 72- (620) 93 -100 2007
- KAMACHI Ken; ANDO Naoto; INAYAMA Masahito; MURAKAMI Masahide Journal of Structural and Construction Engineering (Transactions of AIJ) 72- (619) 119 -126 2007
- FUJII Masaya; MATSUMOTO Shinya; MURAKAMI Masahide; SUGIMOTO Toshikazu; INOUE Ryuji; KANYAMA Toshiyuki; KOMATSU Kouhei Journal of Structural and Construction Engineering (Transactions of AIJ) 72- (619) 105 -110 2007
- 木質構造物における面材壁の解析モデルに関する研究松本慎也; 村上雅英; 稲山正弘; 藤谷義信 日本建築学会構造系論文集 (617) 103 -110 2007
- SHIMIZU Mariko; HASEMI Yuji; MURAKAMI Masahide; YASUI Noboru Journal of Structural and Construction Engineering (Transactions of AIJ) 72- (611) 165 -170 2007
- MURAKAMI Masahide; SATAKE Kenichi; KATOH Masaaki; INAYAMA Masahiro Journal of Structural and Construction Engineering (Transactions of AIJ) 72- (611) 103 -109 2007
- TOBA Nobuo; FUJII Masaya; MURAKAMI Masahide; HASEMI Youji Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2006- 217 -218 2006/07
- MURAKAMI Masahide; FUJII Masaya; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2006- 109 -110 2006/07
- FUJII Masaya; MURAKAMI Masahide; INAYAMA Msasahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2006- 111 -112 2006/07
- SHIMIZU Yosuke; OSHIUMI Shiro; MURAKAMI Masahide; KAWAI Naohito; HASEMI Yuji; YASUI Noboru; SAKATA Takahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology 2006- 55 -56 2006/07
- Hasemi Yuji Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology 2006- 49 -50 2006/07
- YASUI Noboru; HASEMI Yuji; SAKATA Takahiro; YAMADA Makoto; TAKADA Mineyuki; SATO Akira; MURAKAMI Masahide; HASHIMOTO Sin; OGAWA Atsushi; HIRAI Hiroyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology 2006- 57 -58 2006/07
- YAMADA Makoto; HASEMI Yuji; MURAKAMI Masahide; KAWAI Naoto; YASUI Noboru; SAKATA Takahiro; OSHIUMI Sirou; TAKADA Mineyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology 2006- 53 -54 2006/07
- INAYAMA MASAHIRO; INOUE MASAFUMI; KOBAYASHI KENJI; WANG ZHAOHUI; SOUMA TOMOAKI; ANDO NAOTO; MURAKAMI MASAHIDE 日本建築学会学術講演梗概集C-1 構造3 2006- 49 -50 2006/07
- WANG ZHAOHUI; INAYAMA MASAHIRO; KOBAYASHI KENJI; ANDO NAOTO; SOUMA TOMOAKI; INOUE MASAFUMI; MURAKAMI MASAHIDE 日本建築学会学術講演梗概集C-1 構造3 2006- 47 -48 2006/07
- KOMOTO Kazuyoshi; KOHARA Katsuhiko; FUJITA Masanori; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 219 -220 2006
- 村上 雅英; 藤井 雅也; 杉本 敏和 GBRC 31- (1) 10 -17 2006
- MURAKAMI Masahide; KAGEYAMA Makoto; OKAMOTO Shigefumi; SUZUKI Tamotsu; INAYAMA Masahiro Journal of Structural and Construction Engineering (Transactions of AIJ) 71- (605) 119 -126 2006
- 耐荷機構に基づく土壁の構造性能評価法の提案と検証 : その8 要素試験による土壁のせん断力-変形角関係の推定方法の検証村上 雅英; 岡本 滋史; 鈴木 有; 稲山 正弘 2005年度日本建築学会大会(近畿)学術講演梗概集 2005/09
- 耐荷機構に基づく土壁の構造性能評価法の提案と検証 : その7 要素試験による壁体のせん断力-変形角関係の推定方法の提案岡本 滋史; 村上 雅英; 鈴木 有; 稲山 正弘 2005年度日本建築学会大会(近畿)学術講演梗概集 2005/09
- SUGIMOTO Toshikazu; MURAKAMI Masahide; FUMI Masaya; INOUE Ryuji; KOMATSU Kouhei Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005- 395 -396 2005/07
- FUJII Masaya; MURAKAMI Masahide; INOUE Ryuji; SUGIMOTO Toshikazu; KOMATSU Kouhei Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005- 397 -398 2005/07
- SATAKE Kenichi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005- 317 -318 2005/07
- KATO Masaaki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005- 319 -320 2005/07
- OGAWA Atsushi; YASUI Noboru; HASEMI Yuji; MURAKAMI Masahide; SHIMIZU Mariko; KIMURA Tadanori; YOSHIDA Masatomo; YAMAMOTO Kouichi; TAKETSUME Go; HASHIMOTO Shin; SAKATA Takahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology 2005- 5 -6 2005/07
- MURAKAMI M. コンクリート工学 = Concrete journal 43- (1) 77 -81 2005/01
- MURAKAMI Masahide; KAGEYAMA Makoto; OKAMOTO Shigefumi; SUZUKI Tamotsu; INAYAMA Masahiro Journal of Structural and Construction Engineering (Transactions of AIJ) 第594号、pp.111-118- (594) 111 -118 2005
- MURAKAMI Masahide; KAGEYAMA Makoto; OKAMOTO Shigefumi; SUZUKI Tamotsu; INAYAMA Masahiro Journal of Structural and Construction Engineering (Transactions of AIJ) NO.594,pp.111-118- (594) 111 -118 2005
- 耐荷機構に基づく土壁の構造性能評価法の提案と検証 : その1 部分壁体による要素試験法の提案村上 雅英; 岡本 滋史; 鈴木 有; 稲山 正弘 2004年度日本建築学会大会(北海道)学術講演梗概集 2004/08
- 耐荷機構に基づく土壁の構造性能評価法の提案と検証 : その6 3地域の仕様の違いが土壁の性能に与える影響鈴木 有; 村上 雅英; 岡本 滋史; 澤田 圭; 川鍋 亜衣子 2004年度日本建築学会大会(北海道)学術講演梗概集 2004/08
- 耐荷機構に基づく土壁の構造性能評価法の提案と検証 : その5 水平加力実験による有開口壁体の挙動と構造性能の推算澤田 圭; 村上 雅英; 岡本 滋史; 川鍋 亜衣子; 鈴木 有 2004年度日本建築学会大会(北海道)学術講演梗概集 2004/08
- 耐荷機構に基づく土壁の構造性能評価法の提案と検証 : その4 秋田地方の土塗り耐力壁の水平加力実験と要素試験体による評価法の検証川鍋 亜衣子; 澤田 圭; 村上 雅英; 岡本 滋史; 鈴木 有 2004年度日本建築学会大会(北海道)学術講演梗概集 2004/08
- 耐荷機構に基づく土壁の構造性能評価法の提案と検証 : その3 滋賀地方の土壁の破壊実験と要素試験法の検証遠藤 武; 岡本 滋史; 村上 雅英; 川鍋 亜衣子; 澤田 圭; 鈴木 有 2004年度日本建築学会大会(北海道)学術講演梗概集 2004/08
- 耐荷機構に基づく土壁の構造性能評価法の提案と検証 : その2 京壁による要素試験法の検証岡本 滋史; 村上 雅英; 鈴木 有; 稲山 正弘 2004年度日本建築学会大会(北海道)学術講演梗概集 2004/08
- KUNITOU Hiroki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004- 103 -104 2004/07
- SATAKE Kenichi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004- 101 -102 2004/07
- INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004- 107 -108 2004/07
- TAKEMURA Masayuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004- 105 -106 2004/07
- KATO Masaaki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004- 99 -100 2004/07
- MUROHOSHI Hirokazu Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004- 317 -318 2004/07
- OKAMOTO shigefumi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004- 407 -408 2004/07
- ENDO Takeshi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004- 409 -410 2004/07
- AOKI Kenji Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004- (2004) 319 -320 2004/07
- 小川敦史; 安井 昇; 清水 真理子; 長谷見 雄二; 村上 雅英; 木村 忠紀; 竹爪 豪; 橋本 信; 坂田 高洋 2004年度日本建築学会関東支部研究報告集 349 -352 2004
- 村上雅英 日本建築学会大会学術講演梗概集2004年C-1 2004
- MURAKAMI Masahide; KAGEYAMA Makoto; SUZUKI Tamotsu; INAYAMA Masahiro Journal of Structural and Construction Engineering (Transactions of AIJ) No.582, pp.103-108- (582) 103 -108 2004
- TOMINAGA Junichi; NODA Toru; MURAKAMI Masahide AIJ JOURNAL OF TECHNOLOGY AND DESIGN No.19 pp.123-128- 123 -128 2004
- 安井 昇; 清水 真理子; 長谷見 雄二; 村上 雅英; 上島 基英; 木村 忠紀; 北後 明彦; 田村 佳英; 吉田 正友; 山本 幸一 日本建築学会環境系論文集 第574号、pp.1-6- (574) 1 -6 2003/12
- 安井 昇; 清水 真理子; 長谷見 雄二; 村上 雅英; 上島 基英; 木村 忠紀; 北後 明彦; 田村 佳英; 吉田 正友; 山本 幸一 Journal of Emviton. Eng. (Transactions of AIJ) No.574 pp.1-6- (574) 1 -6 2003/12
- 在来軸組工法木造住宅の構造設計手法の開発 : その72 隅角部圧縮力と柱に差し込まれた間渡し竹の見かけの摩擦力に関する要素実験遠藤 武; 岡本 滋史; 村上 雅英; 景山 誠; 鈴木 有; 稲山 正弘 2003年度日本建築学会大会(東海)学術講演梗概集 2003/09
- 在来軸組工法木造住宅の構造設計手法の開発 : その73 貫のこじり要素試験と1P耐力壁に関する総合的な検証岡本 滋史; 遠藤 武; 村上 雅英; 景山 誠; 鈴木 有; 稲山 正弘 2003年度日本建築学会大会(東海)学術講演梗概集 2003/09
- 村上 雅英 木材工業 = Wood industry 58- (8) 389 -391 2003/08
- SHIMIZU Mariko; YASUI Noboru; HASEMI Yuji; KIMURA Tadanori; MURAKAMI Masahide; KAMIJIMA Motohide; HIYAMA Kyousuke Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology 2003- 309 -310 2003/07
- TOMINAGA Junichi; NODA Toru; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003- 303 -304 2003/07
- KUNITOU hiroki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003- 291 -292 2003/07
- KAGAYAMA Makoto Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003- 295 -296 2003/07
- MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003- 293 -294 2003/07
- 清水 真理子; 安井 昇; 馬屋原 敦; 長谷見 雄二; 木村 忠紀; 村上 雅英; 上島 基英; 樋山 恭助 日本建築学会関東支部研究報告集 I (73) 423 -426 2003/02
- TAKEMURA Msayuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 285 -286 2003
- SHIBUE Keiji Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 301 -302 2003
- 村上雅英 建築知識スーパームック地震に強い木造住宅の設計マニュアル 2003
- 稲山正弘; 村上雅英; 那須秀行; 石山央樹 日本建築学会学術講演梗概集C-1 構造3 2003- 2003
- 佐藤俊平; 那須秀行; 稲山正弘; 石山央樹; 村上雅英 日本建築学会学術講演梗概集C-1 構造3 2003- 2003
- 冨嵜修平 稲山正弘 村上雅英 JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING (Transactions of AIJ) 第563号- 123 -130 2003/01 [Refereed]
- KAGEYAMA Makoto Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002- 373 -374 2002/08
- KOUMOTO Kazuyoshi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002- 367 -368 2002/08
- AKIYAMA Shinichi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002- 369 -370 2002/08
- IWASAKI Toshiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002- 379 -380 2002/08
- INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002- 383 -384 2002/08
- TOMISAKI Shuhei Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002- 365 -366 2002/08
- IWATA Seiji Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002- 377 -378 2002/08
- SUZUKI Tamotsu Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002- 371 -372 2002/08
- 村上 雅英 建築技術 (628) 106 -119 2002/05
- TAKEMURA Masayuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 381 -382 2002
- MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 375 -376 2002
- SUZUKI Tamotsu Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001- 361 -362 2001/07
- IWASAKI Toshiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001- 367 -368 2001/07
- AKIYAMA Shinichi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001- 357 -358 2001/07
- INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001- 369 -370 2001/07
- SANO Haruhiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001- 359 -360 2001/07
- TOMISAKI Shuhei Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001- 365 -366 2001/07
- MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001- 353 -354 2001/07
- SUGIYAMA Ryota Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001- 363 -364 2001/07
- FUKUCHI Yoshiaki; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001- 351 -352 2001/07
- KOUMOTO Kazuyoshi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001- 355 -356 2001/07
- 村上雅英 日本建築学会大会学術講演梗概集、vol. C-1, 2001. 9 2001
- 村上雅英 日本建築学会大会学術講演梗概集 365 -370 2001
- 村上 雅英 建築技術 (608) 126 -132 2000/10
- 村上 雅英 建築技術 (608) 162 -169 2000/10
- 村上 雅英 建築技術 (608) 133 -139 2000/10
- SHIMIZU Hidemaru; SAITO Issei; UEHIRO Futoshi; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 17 -18 2000/07
- UEHIRO Futoshi; SAITO Issei; SHIMIZU Hidemaru; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 15 -16 2000/07
- TOMISAKI Shyuhei; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 7 -8 2000/07
- FUJITA Haruko; INAYAMA Masahiro; IWASAKI Toshiyuki; IDOTA Hideki; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 31 -32 2000/07
- FUKUCHI Yoshiaki; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 13 -14 2000/07
- Sato Eiji; INAYAMA Masahiro; MURAKAMI Masahide; IWASAKI Toshiyuki; IDOTA Hideki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 33 -34 2000/07
- KOJIMA Kunihiro; IDOTA Hideki; INAYAMA Masahiro; IWASAKI Toshiyuki; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 39 -40 2000/07
- OHSHIMA Munenori; INAYAMA Masahiro; IDOTA Hideki; IWASAKI Toshiyuki; MURAKAMI Masahide; KATO Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 41 -42 2000/07
- MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 1 -2 2000/07
- IWATA Seiji; INAYAMA Masahiro; MURAKAMI Masahide; GOTOU Masami; FUKUDA Mikio; TAJIMA Mikio Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 27 -28 2000/07
- MURAKI Daisuke; TAHARA Masaru; MURAKAMI Masahide; INAYAMA Masahiro; UEHIRO Futoshi; SAITO Issei Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 3 -4 2000/07
- Ito Tatsumi; INAYAMA Masahiro; MURAKAMI Masahide; IWASAKI Toshiyuki; IDOTA Hideki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 35 -36 2000/07
- HATA Masanori; NAKATANI Hiroshi; OSHIUMI Shiro; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 11 -12 2000/07
- IWASAKI Toshiyuki; INAYAMA Masahiro; MURAKAMI Masahide; IDOTA Hideki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 37 -38 2000/07
- TAJIMA Mikio; MURAKAMI Masahide; GOTOU Masami; INAYAMA Masahiro; FUKUDA Mikio Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 25 -26 2000/07
- SAITO Issei; UEHIRO Futoshi; TOMISAKI Shyuhei; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 5 -6 2000/07
- SUZUKI Tamotsu; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 9 -10 2000/07
- KAWAMOTO Kazuyoshi; FUKUDA Mikio; GOTOU Masami; TAJIMA Mikio; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 29 -30 2000/07
- NAKAO Yuuki; TAHARA Masaru; AKIYAMA Sinichi; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000- 287 -288 2000/07
- INAYAMA Masahiro; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 21 -22 2000
- YONEZAWA ETSUKO; INAYAMA Masahiro; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 19 -20 2000
- Sugiyama ryota; TAJIMA Mikio; INAYAMA Masahiro; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 23 -24 2000
- 村上雅英 日本建築学会大会学術講演梗概集 1 -10 2000
- MURAKAMI Masahide; INAYAMA Masahiro Journal of Structural and Construction Engineering (Transactions of AIJ) 530- (530) 93 -98 2000
- MURAKAMI Masahide; SHIMIZU Hidemaru; HATA Masanori; GOTO Masami; INAYAMA Masahiro Journal of Structural and Construction Engineering (Transactions of AIJ) 533- (533) 121 -126 2000
- MURAKAMI Masahide; INAYAMA Masahiro JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING (Transactions of AIJ) 530- (530) 93 -98 2000
- MURAKAMI Masahide; SHIMIZU Hidemaru; HATA Masanori; GOTO Masami; INAYAMA Masahiro JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING (Transaction of AIJ) 533- (533) 121 -126 2000
- 村上 雅英; 稲山 正弘 建築と社会 80- (931) 35 -38 1999/10
- INAYAMA Masahiro; MURAKAMI Masahide; GOTO Masami Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1999- 247 -248 1999/07
- MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1999- 241 -242 1999/07
- ITO Tastumi; MURAKAMI Masahide; INAYAMA Masahiro; IWASAKI Toshiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1999- 249 -250 1999/07
- MURATA Sachiko; NAKAO Yuuki; TAHARA Masaru; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1999- 243 -244 1999/07
- IWASAKI Toshiyuki; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1999- 251 -252 1999/07
- NAKAO Yuuki; MURATA Sachiko; TAHARA Masaru; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1999- 245 -246 1999/07
- SHIMIZU hidemaru; MURAKAMI masahide; MIYAZAWA kenji; INAYAMA masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1999- 209 -210 1999/07
- FUKUDA Mikio; KUBOTA Toshiyuki; IKEYAMA Go; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures 1999- 529 -530 1999/07
- OHTA Tsutomu; KUBOTA Toshiyuki; FUKUDA Mikio; MURAKAMI Masahide; IKEYAMA Go Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures 1999- 527 -528 1999/07
- Iwasaki Toshiyuki; Murakami Masahide; Inayama Masahiro 東海支部研究報告集 (37) 261 -264 1999/02
- 村上雅英 JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING(Transactions of AIJ) (519) 87 -93 1999
- 阪神淡路大震災における木造住宅の倒壊原因に関する考察日本建築学会構造系論文集 (523) 95 -101 1999
- MURAKAMI Masahide; SUZUKI Yoshiyuki; TAHARA Masaru JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING(Transactions of AIJ) 64- (523) 95 -101 1999
- SHIMIZU Hidemaru; MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1998- 179 -180 1998/07
- INAYAMA Masahiro; MURAKAMI Masahide; GOTO Masami Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1998- 183 -184 1998/07
- IWATA Seiji; INAYAMA Masahiro; MURAKAMI Masahide; GOTO Masami Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1998- 189 -190 1998/07
- Tanoue Satoshi; Murakami Masahide; Inayama Masahiro; Iwasaki Toshiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1998- 201 -202 1998/07
- Iwasaki Toshiyuki; Murakami Masahide; Inayama Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1998- 203 -204 1998/07
- MURAKAMI Masahide; INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1998- 181 -182 1998/07
- Yosinaga Yasunaga; Murakami Masahide; Inayama Masahiro; Iwasaki Toshiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1998- 197 -198 1998/07
- NAKAMURA Kaori; INAYAMA Masahiro; MURAKAMI Masahide; GOTO Masami Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1998- 191 -192 1998/07
- Tsuchiya Tokihiko; Murakami Masahide; Inayama Masahiro; Iwasaki Toshiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1998- 199 -200 1998/07
- 村上雅英 コンクリート工学論文集 9- (1) 1 -9 1998
- 村上雅英 第10回日本地震工学シンポジウム 2- 2263 -2268 1998
- コンクリート工学論文集 9- (1) 1 -9 1998
- Seismic Resistant Mechanism of Japanese Conventional Post and Beam Structures-Effects of non-structural walls and quality of construction-The 10th Earthquake Engineering Symposium 2- 2263 -2268 1998
- Seismic Resistant Mechanism of Japanese Conventional Post and Beam Stractures -Effects of non-stractural walls and quality Construction-1998
- Murakami Masahide; Fuji Tatsuya; Kubota Toshiyuki Concrete Research and Technology 9- (1) 1 -9 1998
- 村上 雅英 建築技術 (570) 181 -189 1997/09
- MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1997- 231 -232 1997/07
- MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1997- 229 -230 1997/07
- INAYAMA Masahiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1997- 207 -208 1997/07
- SHIMOTOKUBE Hajime; MURAKAMI Masahide; KUBOTA Toshiyuki; TERAOKA Masaru; HAYASHI Kazuya Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures 1997- 653 -654 1997/07
- 村上雅英 日本建築学会学術講演梗概集(関東),C-1 205 -206 1997
- 村上雅英 建築技術 183 -186 1997
- MURAKAMI Masahide; FUJI Tatsuya; KUBOTA Toshiyuki Concrete Research and Technology 8- (2) 1 -10 1997
- MURAKAMI Masahide; FUJI Tatsuya; KUBOTA Toshiyuki Concrete Research and Technology 8- (2) 1 -10 1997
- Murakami Masahide; Sasaki Manabu; Nishimura Akiyoshi Journal of the Faculty of Science and Technology, Kinki University 32- 97 -105 1996/09
- Murakami Masahide; Sasaki Manabu; Nishimura Akiyoshi Journal of the Faculty of Science and Technology, Kinki University 32- 107 -111 1996/09
- SHIMOTOKUBE hajime; MURAKAMI masahide; Misawa humiko; Tahara masaru Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1996- 69 -70 1996/07
- TAHARA Masaru Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1996- 213 -214 1996/07
- KISHIMOTO Ichizou; OHNO Yoshiteru; KUBOTA Toshiyuki; TASAI Akira; MURAKAMI Masahide; MASUO Kiyoshi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures 1996- 357 -358 1996/07
- OHNO Yoshiteru; KUBOTA Toshiyuki; TASAI Akira; MURAKAMI Masahide; KISHIMOTO Ichizou; WATANABE Fumio Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures 1996- 355 -356 1996/07
- MASUO Kiyoshi; KISHIMOTO Ichizo; OHNO Yoshiteru; KUBOTA Toshiyuki; TASAI Akira; MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures 1996- 359 -360 1996/07
- TASAI Akira; KUBOTA Toshiyuki; OHNO Yoshiteru; MASUO Kiyoshi; MURAKAMI Masahide; KISHIMOTO Ichizou Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures 1996- 361 -362 1996/07
- NISHIMURA Akiyoshi; MURAKAMI Masahide; SASAKI Mamabu Summaries of technical papers of Annual Meeting Architectural Institute of Japan. F-1, Urban planning, building economics and housing problems 1996- 3 -4 1996/07
- MURAKAMI Masahide; NISHIMURA Akiyoshi; SASAKI Manabu Summaries of technical papers of Annual Meeting Architectural Institute of Japan. F-1, Urban planning, building economics and housing problems 1996- 1 -2 1996/07
- SASAKI Manabu; MURAKAMI Masahide; NISHIMURA Akiyoshi 日本建築学会近畿支部研究報告集. 計画系 (36) 321 -324 1996/07
- TAHARA Masaru 日本建築学会近畿支部研究報告集. 計画系 (36) 493 -496 1996/07
- DOI Tadashi 日本建築学会近畿支部研究報告集. 計画系 (36) 489 -492 1996/07
- 曲げ降伏型ト型骨組におけるはり主筋の機械式定着性状第18回コンクリート工学年次論文報告集 18- (2) 977 -982 1996
- MURAKAMI Masahide; TAHARA Masaru; FUJITA Yoshinori; MISAWA Fumiko Journal of Structural and Construction Engineering (Transactions of AIJ) 481- (481) 71 -80 1996
- FUJI Tatsuya; MURAKAMI Masahide; KUBOTA Toshiyuki Prceeding of the JAPAN CONCRETE INSTITUTE 18- (2) 977 -982 1996
- MURAKAMI Masahide; TAHARA Masaru; FUJITA Yoshinori; MISAWA Fumiko JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING(Transaction of AIJ) 481- (481) 71 -80 1996
- MURAKAMI Masahide; FUJI Tatsuya; KUBOTA Tosiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures 1995- 99 -100 1995/07
- FUJI Tatsuya; MURAKAMI Masahide; KUBOTA Tosiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures 1995- 101 -102 1995/07
- 村上雅英 東灘西部を中心とした被害調査とその考察 49 -67 1995
- 村上雅英 CONCRETE RESEARCH AND TECHNOLOGY 6- (2) 47 -61 1995
- 窪田敏行 コンクリート工学年次論文報告集 17- (2) 1189 -1194 1995
- MURAKAMI Masahide; OHTANI Yasuhiro コンクリート工学年次論文報告集 17- (2) 1293 -1298 1995
- 村上雅英 Concrete Research and Technology 6- (1) 43 -53 1995
- Failure Behavior of External Beam-column Joints with Mechanical AnchoragesProceedings of the Japan Concrete Institute 17- (2) 1189 -1194 1995
- Development Mechanism on Compressive StrengthProceedings of the Japan Concrete Institute 17- (2) 1293 -1298 1995
- Murakami Masahide; Ohtani Yasuhiro Journal of the Faculty of Science and Technology, Kinki University 30- 267 -276 1994/10
- MURAKAMI Masahide; OHTANI Yasuhiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1994- 743 -744 1994/07
- ISHIDA Kengo; MURAKAMI Masahide; KUBOTA Toshiyuki; MURAKAMI Masahide; OHTANI Yasuhiro Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1994- 741 -742 1994/07
- ISHIDA Kengo; MURAKAMI Masahide; OHTANI Yasuhiro; KUBOTA Toshiyuki コンクリート工学年次論文報告集 16- (2) 135 -140 1994
- MURAKAMI Masahide; OHTANI Yasuhiro; NISHINO Kazuya; ISHIDA Kengo コンクリート工学年次論文報告集 16- (2) 141 -146 1994
- MIYAZAKI Fumio; MURAKAMI Masahide; KUBOTA Toshiyuki コンクリート工学年次論文報告集 16- (2) 717 -722 1994
- MURAKAMI masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1993- 127 -128 1993/07
- NISHINO Kazuya Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1993- 203 -204 1993/07
- MIYAZAKI Fumio Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1993- 125 -126 1993/07
- ISHIDA Kengo Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1993- 201 -202 1993/07
- FUKUDA Mikio Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1993- 513 -514 1993/07
- MAETANI Hiroyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1993- 515 -516 1993/07
- ISHIDA Kengo 日本建築学会近畿支部研究報告集. 構造系 (33) 69 -72 1993/06
- KAWAZOE Hiroyumi 日本建築学会近畿支部研究報告集. 構造系 (33) 65 -68 1993/06
- MIYAZAKI Fumio 日本建築学会近畿支部研究報告集. 構造系 (33) 45 -48 1993/06
- 村上雅英 日本建築学会大会学術講演梗概集 125 -128 1993
- 低側圧3軸圧縮応力下で生じたひびわれ面のせん断伝達劣化機構のモデル化コンクリート工学年次論文報告集 15- (2) 57 -62 1993
- NISHINO Kazuya; MURAKAMI Masahide; OHTANI Yoshihiro; KUBOTA Toshiyuki Proceedings of the Japan Concrete Institute 15- (2) 51 -56 1993
- RC外部はり柱接合部の機械式定着に関する実験コンクリート工学年次論文報告集 15- (2) 153 -158 1993
- Modeling on Damage Mechanism in Shear Band under Low Tri-Axial Compressive StressProceedings of the Japan Concrete Institute 15- (2) 57 -62 1993
- An Experimental Study on Mechanical Anachorage of Longitudinal Bars of Beams in External Beam-Column JointsProceedings of the Japan Concrete Institute 15- (2) 153 -158 1993
- Fukuda Mikio; Kubota Toshiyuki; Murakami Masahide Journal of the Faculty of Science and Technology, Kinki University 28- 241 -246 1992/09
- KUBOTA Toshiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1992- 503 -504 1992/08
- KADONO Akira Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1992- 911 -912 1992/08
- NISHINO Kazuya Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1992- 1035 -1036 1992/08
- FUKUDA Mikio Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1992- 1961 -1962 1992/08
- KADONO Akira 日本建築学会近畿支部研究報告集. 構造系 (32) 57 -60 1992/06
- NISHINO Kazuya 日本建築学会近畿支部研究報告集. 構造系 (32) 33 -36 1992/06
- 村上雅英 日本建築学会大会学術講演梗概集 909 -912 1992
- MURAKAMI Masahide; KUBOTA Toshiyuki Proceedings of the Japan Concrete Institute 14- (2) 87 -92 1992
- 島津江 麻里; 窪田 敏行; 村上 雅英 建築雑誌. 建築年報 1991- 124 -124 1991/09
- MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1991- 379 -380 1991/08
- HIRAMATSU Michiaki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1991- 1755 -1756 1991/08
- Fukuda Mikio Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1991- 751 -752 1991/08
- 長繊維補強筋を用いたコンフアインドコンクリートの応力・ひずみ関係に関する実験研究第13回コンクリート工学年次論文報告集 13- (2) 1991
- Experimental Study on Stress-Strain Relationship of Confined Concrete Reinforced by FRP BarsProceedings of the Japan Concrete Institute 13- (2) 1991
- 窪田 敏行; 村上 雅英; 江坂 昌樹; 島津江 麻里 建築雑誌. 建築年報 1990- 114 -114 1990/09
- 村上 雅英; 窪田 敏行 建築雑誌. 建築年報 1990- 110 -110 1990/09
- Shimadzue Mari Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1990- 1031 -1032 1990/09
- Kawakami Shuji Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1990- 403 -404 1990/09
- HIRAMATSU Mchiaki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1990- 65 -66 1990/09
- SHIMADZUE Mari 日本建築学会近畿支部研究報告集. 構造系 (30) 477 -480 1990/05
- KAWAKAMI Shuji; MURAKAMI Masahide; KUBOTA Toshiyuki コンクリート工学年次論文報告集 12- (2) 497 -502 1990
- HIRAMATSU Michiaki; MURAKAMI Masahide; KUBOTA Toshiyuki 第12回コンクリート工学年次論文報告集 12- (2) 413 -418 1990
- A Study on Composite Mechanism of Compressive Strength of Grouted Masonry Prisms Made of Clay UnitsProceedings of the Japan Concrete Institute 12- (2) 1990
- MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1989- 1683 -1684 1989/09
- KUBOTA Toshiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1989- 1691 -1692 1989/09
- FUKUDA Mikio Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1989- 143 -144 1989/09
- SHIMADZUE Mari Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1989- 649 -650 1989/09
- MURAKAMI Masahide 日本建築学会近畿支部研究報告集. 構造系 (29) 221 -224 1989/05
- KUBOTA Toshiyuki 日本建築学会近畿支部研究報告集. 構造系 (29) 553 -556 1989/05
- 圧縮力を受ける組積プリズムの破壊挙動に関する解析的研究第11回コンクリート工学年次論文報告集 11- (2) 1989
- 圧縮力を受けるコンクリートブロツクからなる組積プリズムの破壊挙動に関する実験研究第11回コンクリート工学年次論文報告集 11- (2) 1989
- An Analytical Study of Failure Behavior of Masonry Prismsu under CompressionProceedings of the Japan Concrete Institute 11- (2) 1989
- An Experimental Study of Failure Behavior of masonry Prisms Made of Concrete Blocks under CompressionProceedings of the Japan Concrete Institute 11- (2) 1989
- MURAKAMI MASAHIDE Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1988- 1199 -1200 1988/09
- NISHIMURA YASUHIRO Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1988- 1197 -1198 1988/09
- FUKUDA Mikio Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1988- 823 -824 1988/09
- Fukuda Mikio; Murakami Masahide; Kubota Toshiyuki Journal of the Faculty of Science and Technology, Kinki University 24- 293 -299 1988/09
- れんがプリズムの圧縮強度に関する実験的研究第10回コンクリート工学年次論文報告集 10- (2) 1988
- An Experimental Study on Compressive Strength of Brick PrismsProceedings of the Japan Concrete Institute 10- (2) 1988
- Murakami Masahide; Kubota Toshiyuki; Esaka Masaki Journal of the Faculty of Science and Technology, Kinki University 23- 253 -260 1987/09
- KAMOGAWA Naomasa Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1987- 749 -750 1987/08
- IMANISHI Tatsuya Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1987- 767 -768 1987/08
- KUBOTA Toshiyuki Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1987- 775 -776 1987/08
- MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1987- 271 -272 1987/08
- 村上 雅英 建築雑誌. 建築年報 1986- 47 -47 1986/12
- MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1986- 355 -356 1986/07
- コンクリート工学「論文」 24- (5) 1986
- Concrete Journal 24- (5) 1986
- SAITO Hitoshi Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1985- 559 -560 1985/09
- MURAKAMI Masahide Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1985- 561 -562 1985/09
- 鉄筋コンクリート柱のせん断降伏による横はらみ性状に関する実験的研究日本建築学会構造系論文集 356- 1985
- IMAI HIROSHI; MURAKAMI MASAHIDE Journal of structural and construction engineering 353- (353) p72 -80 1985
- AN EXPERIMENTAL STUDY ON EXPANSION OF R/C COLUMNS AFTER YIELDING BY SHEARJournal of Structural and Construction Engineering (Trans. of AIJ) 356- 1985
- IMAI Hirosi 学術講演梗概集. 構造系 59- 2153 -2154 1984/09
- MURAKAMI Masahide 学術講演梗概集. 構造系 59- 2155 -2156 1984/09
- コンクリート工学「論文」 22- (2) 1984
- An Experimental Study on Qualification of Deterioration Properties of Reinforced Concrete Columns from View-Points of Energy AbsorptionConcrete Journal 22- (2) 1984
- MURAKAMI Masahide 学術講演梗概集. 構造系 58- 2187 -2188 1983/09
- 園部 泰寿; 今井 弘; 村上 雅英; 丹羽 直幹; 窪田 敏行; 荒川 総一郎; 口ノ町 尚; 上江州 清 学術講演梗概集. 構造系 57- 1717 -1718 1982/08
- 村上 雅英; 丹羽 直幹; 今井 弘; 園部 泰寿 学術講演梗概集. 構造系 57- 1721 -1722 1982/08
- 村上 雅英; 丹羽 直幹; 今井 弘; 園部 泰寿 学術講演梗概集. 構造系 57- 1719 -1720 1982/08
- 小林 和彦; 村上 雅英; 今井 弘; 園部 泰寿 学術講演梗概集. 構造系 57- 1741 -1742 1982/08
- 村上 雅英; 今井 弘; 園部 泰寿; 五十嵐 泉; 松村 晃 学術講演梗概集. 構造系 56- 1549 -1550 1981/09
Works
- 1995年兵庫県南部地震における鉄筋コンクリート構造物と木構造物の被害調査1995
- Investigations of Reinforced Concrete Structures and Wooden Structures Damaged by the 1995 Hyogoken-Nanbu Earthquake1995
- 島津高圧ジャッキ制御システムの開発1993
- Development on the Shimazu's High Pressure (70MPa) Hydraulic Actuator Control System.1993
- アクチェーター.コンピューターオンライン実験システムのペル国での開発1990 -1991
- Development of the Actuator-Computer Omling testing System in Peru1990 -1991
Research Themes
- Japan Society for the Promotion of Science:Grants-in-Aid for Scientific ResearchDate (from‐to) : 2004 -2006Author : MURAKAMI MasahideThe construction way of substrate and the material used in the mud walls are different according to the provinces. The influence of different construction way of substrate on the structural performance of mud walls has not been clear yet, because there are a lot of kinds of construction way and two kinds of failure modes of mud walls. The shear behavior of mud walls can be predicted by our physical model based on their lateral load carrying mechanism. This mechanism mainly consists of the following three elements : 1) Compressive vertical pressure force between soil wall and beam or sill at all corners as compressive bracing action, 2) Compressive vertical pressure force between soil wall and embedded horizontal wooden batten 'Nuki' as dowel action, and 3) Shear resistance of soil wall. The portion-wall specimens which are cut from the mud wall considering the resistance mechanism were examined to presume the envelope curve and the multiplier of bracing unit of it, and the validity of the portion-wall tests was discussed with three kinds of different mud walls. The influence of different specification of mud walls on their structural performance was experimentally investigated by using this experimental technique as a fundamental method of settlement. The experimental parameters of specification were planned based on the questionnaire survey to the constructer in the whole country. The standard specification of these specimens is decided based on the Ministry of Land, Infrastructure and Transport notification. Three sets of experiments were conducted for three years by using three kinds of soils with different strength. The number of effective sample finally used for the evaluation was 114. The influence of compressive strength of soil and the specification of substrate on the structural performance of mud wall was clarified at each lateral load carrying mechanism.
- Japan Society for the Promotion of Science:Grants-in-Aid for Scientific ResearchDate (from‐to) : 2004 -2006Author : HASEMI Yuji; KOSHIISHI Naoyuki; MURAKAMI Masahide; HATA ToshimitsuEngineering design method and design examples of load-bearing members such as external walls, room partitions and floor-beam assemblies of Japanese traditional bare-timber construction are presented. Full-scale and small scale fire resistance tests on these members were conducted to develop and verify predictive method for their post-fire integrity and load-bearing capacity The study revealed significance of the long-term loading on the post-fire mechanical performance of these members, which indicates need of structural design based on occupancy consideration. The predictive method has been applied to the structural and fire safety design of a three-story traditional style townhouse and a two-story large nursery facility.
- Japan Society for the Promotion of Science:Grants-in-Aid for Scientific ResearchDate (from‐to) : 2001 -2003Author : SUZUKI Tamotsu; IIJIMA Yasuo; SASAKI Takanobu; GOTO Masami; MURAKAMI Masahide; KITAHARA Akio(1)The following fundamental principle was set up for creating a near future type of traditional wooden construction sustainable to any earthquake: 1) to utilize the vibration absorbing, isolating, and controlling mechanisms which exist originally in wooden structures, 2) to apply some kinds of modern simple technique to the construction, and thus, 3) to produce high efficient function of those resistant mechanisms. (2)Several elementary basic techniques to build structures, suitable to the above-mentioned principle, were devised and realized as for materials and constructions of wall, connection, frame, and foundation. (3)The representatives of such basic techniques are cylindrical Laminated Veneer Lumber, improved soil wall with wood lattice, wooden wall made of thick Sugi plates, wooden tenon joint using adhesive, skeleton frame with improved wooden connections, and stone and buried girder foundation system supporting upper-structure without connecting. All of them are resulted from Japanese traditional construction skills and wisdoms. And their validity and usefulness were examined through static tests of componential specimens and a full-scale model house, both of which included each or couple of those techniques. (4)Based on the various results of the previous study, two types of three dimensional unit frame, designated as 'soil wall and Sugi wood plate wall systems', were built and tested on the shaking table in the Institute. The fundamental dynamic characteristics of these wall systems were finally investigated. Thus, the validity and usefulness for the effects of accumulating the devised elementary techniques were satisfactorily confirmed through both tests of three dimensional frames and a full-scale building
- 日本学術振興会:科学研究費助成事業Date (from‐to) : 1999 -2000Author : 村上 雅英平成11年度には、本研究で提案した柔らかい床剛性を考慮した木造住宅のねじれ挙動の評価法を、地震応答計算と、実大平屋建物の静的破壊実験を行い、理論の妥当性を検証した。それらの結果は、おおむね良好であった。本研究成果として、床の必要耐力の算定法が提案されると共に、本研究と平行して、転ばし根太床などの剛性やせん断耐力の評価法も提案された。それらの成果を踏まえて、平成12年度に施行された住宅の品質確保の促進等に関する法律の「木造住宅の構造安定に関する基準」において、床倍率の概念が導入された。 平成11年度の解析研究では、壁配置と重量配分のバランスの悪さに起因する建物全体の捻れによる変形が、柔らかい床剛性に起因する局部的な床変形の増大と比べて1桁小さいことが明らかとなった。そこで、「見なし規定」として位置づけられる品確法の壁量計算では、剛床仮定による建物全体の捻れの計算を省略し、床に作用するせん断力による床のせん断変形のみを検討の対象とする。その際、終局耐力時に各壁線の耐力の加算則が成立するためには、各壁線のせん断力-層間変位の関係における塑性域が重ならなくてはならない。そのためには、床に作用するせん断力のみから床のせん断変形を算定し、制限する必要がある。また、床に作用するせん断応力度を検定すれば、建物の捻れによる床の先行破壊は防止できる。このような考えに基づいて床倍率の概念が提案された。
- 日本学術振興会:科学研究費助成事業Date (from‐to) : 1999 -1999Author : 鎌田 輝男; 秋山 真一; 村上 雅英; 鈴木 祥之1995年兵庫県南部地震における木造住宅の被害状況を把握するために、各研究分担者が担当した調査地域の木造住宅被害状況を整理し、木造住宅の構造、形式、規模、建築年代などの建物特性と被害状況のデータベース化を行うとともに、住宅のもつ特性分布や地盤特性などの地理的分布と被害分布を関連づけるために、SISシステム(Spatial Information Ststem)を導入することによって、個々の住宅情報と被害分布を視覚的に表示することが可能となり、また、住宅群を対象として条件検索による被害特性抽出機能によって、建築年数や老朽度、屋根構造、階数、規模といった建物特性による地震被害状況を把握することができるようになった。 震災直後には、建築物の耐震診断に関心が集まり、多くの公共施設において全国的に実施されるようになったが、住宅については、一部地域においてなされただけで、全般的には、関心が薄い。これは、住宅の耐震診断において、これまでは、有効な手法が確立されていなかったためであり、ようやく、単に壁量あるいは壁率といった単一指標でなく、重量の高さおよび平面分布、平面形状、壁配置といった建物特性を取り入れた詳細な耐震診断が可能となり、その結果によって、耐震補強の方策、その効果を評価することができるようになった。耐震補強については、一般に、壁面の剛性および強度を増加させるための手法が取られるが、簡便な手法としては、パネルによる補強、筋違いの挿入、仕口部の金物補強が有効であることが実験的に確認された。
- 日本学術振興会:科学研究費助成事業Date (from‐to) : 1997 -1997Author : 岩井 哲; 橋本 清勇; 北原 昭男; 後藤 正美; 村上 雅英; 鈴木 祥之1995年1月17日に発生した兵庫県南部地震による住宅などの木造建物の被害では,在来軸組構法の被害が著しく,特に間口の狭い商店や文化住宅などの被害が顕著であった。これは全体的な壁量の不足,または桁行方向に比べ張り間方向の壁が少ないなどの不均衡な壁配置により耐力的に劣る要因によるものと考えられる。従ってこのような建物において,張り間方向の補強に方杖,袖壁,垂壁を有効に配置することは耐震性能の向上につながると考える。 本研究では,袖壁,方杖,袖壁と垂壁などの形態の異なる補強法により耐力壁としてどれほどの耐力,変形性能があるかを定量的に把握した。耐震補強の性能を明確にすることで存来軸組構法の耐震性の向上に繋げることが本研究の目的である。本実験では90cm以下の壁体である袖壁ならびに方杖による補強,補剛の効果を中心に調べている。木造軸組構法の住宅において,地震時の必要壁量の算出における壁率の決定にあたっては,一般に90cm未満の短い壁は壁量として設計に組み込まれておらず,またその耐力は定量化されていない。地震に強い建物の建設,既存の建物の耐震性の向上において開口部を有する壁等の補強後の耐力を数値的に把握しておくことは重要である。木造軸組構法の耐震性の向上に向けて,方杖,袖壁,垂壁,添え住などによる補強を施した種々の試験体による載荷実験を行い,工法・形状の違いによる比較を行って有効な補強方法を明確にした。また建物を耐震補強する際に,施工に要する価格に対してどれほどの補強効果が得られるかについて目安を示した。
- 日本学術振興会:科学研究費助成事業Date (from‐to) : 1996 -1996Author : 鈴木 祥之; 村上 雅英; 鈴木 三四郎; 河村 廣; 岩井 哲; 鈴木 有本研究は、阪神・淡路大震災において、大被害を受けた木造建物の被害原因を解明し、構造的な耐震補強と設計・施工・維持管理に至る耐震対策を導くことを目的として、被害調査、地盤での微動および余震観測、木造住宅の破壊実験および理論解析的な観点から以下のような研究を行った。 1)神戸市長田区や芦屋市などの地域において、観測された地盤常時微動データと余震記録を用いて地盤構造、特に沖積層との関連から地震動を推定し、これらの地域で木造建物の被害率との関係を明らかにした。 2)神戸市東灘区の木造建物約2000棟の全数調査と阪神地域全体にわたる185棟の詳細調査に基づき、建築年代や建築規模の影響を考慮した木造建物の耐震性能を評価した。 3)木造建物の動力学特性は不確定性を有するため、建物用途、規模、建設年代の異なる既存木造建物を対象として常時微動観測を行い、また実在の建物を対象として自由震動実験および破壊実験を実施し、木造建物の復元力特性や動力学特性を評価した。次いで、木造建物の動力学モデルを構成し、地震応答解析を介して被害シミュレーションを行い、これより、建物崩壊のメカニズムを耐震性能を調べた。 5)木造建物の耐震性能を支配する壁や軸組などの構成要素の力学特性を捉えるとともに、木造軸組の補強法の開発と実験による検証を行った。 6)木造家屋被害の要因として、軸組構造部材の腐朽や蟻害が見られ、構造部材の耐力を劣化させたことから、木造家屋の壁体内および床下湿度の変動に関する長期測定等の調査研究から防止対策を計った。 7)既存の木造建物の多くが、伝統的在来構法の木造住宅であるので、地域特有伝統構法の取り上げ、その構法詳細および平面・立体形態を調べ、建築構法・建築計画の側面から木造住宅の耐震性について検討を行った。
- 日本学術振興会:科学研究費助成事業Date (from‐to) : 1995 -1995Author : 村上 雅英はり主筋の機械式定着の設計法を確立するために、4体のト型柱はり試験体の部材実験を行うと共に、既に申請者が行った92体の部材試験結果と他機関で行われた既往の実験結果に基づいて、以下の知見を得た。 ・柱の側面被りコンクリート厚さが薄く、定着筋1本当たりの作用引っ張り力が大きい時は、被りコンクリートが割裂ひび割れによって面外に剥離する破壊となる。一般にこの破壊を「定着破壊」と呼んでおり、折り曲げ定着でも見られる。しかし、機械式定着の定着耐力は、ほぼ同じ条件の90度折り曲げ定着の場合よりもはるかに高い定着耐力を有することが一連の引き抜き試験より明らかとなった。そして、申請者らはそれら一連の実験結果より、機械式定着の定着終局強度推定式の妥当性を確認した。 ・定着長さが柱成の1/2で定着破壊が生じない時は、定着部のコンクリートが掻き出される「掻き出し破壊」となるが、その最大耐力は折り曲げ定着の場合よりも低い。 ・定着長さが柱成の3/4で定着破壊が生じない時は、接合部のせん断破壊ろなる。 ・はり曲げ降伏時の接合部入力せん断力に対する接合部せん断強度の余裕度と定着破壊の関係を実験的に調べた。その結果、はり曲げ降伏時の接合部のせん断応力度が接合部のせん断強度の80%以下の場合、部材角が1/25rad.までは、折り曲げ定着と機械式定着は共にはりの曲げ降伏による紡錘型の復元力特性を表し、その後は共に定着破壊を起こした。 ・機械式定着と等価な折り曲げ定着の場合の比較実験より、両者の定着耐力の発現機構の相違を実験的に明らかにした。 ・既往の実験結果に基づいて、現行の1次設計に対応する許容応力度設計法を確立した。
- 日本学術振興会:科学研究費助成事業Date (from‐to) : 1994 -1994Author : 村上 雅英低測圧3軸圧縮応力下におけるプレーンコンクリートの最大強度以後の破壊現象を解明するために、2次元的な破壊パターンが得られる3軸圧縮試験装置を開発した。そして、粗骨材の最大寸法、コンクリート強度、試験体形状を実験変数として、合計、193体の3軸圧縮試験を行った。Mohr-Coulombの破壊基準が粗骨材間のブリッジ効果による応力伝達機構モデルを用いて説明できることを示した。残留強度基準を定式化し、最大強度時と残留強度時では、強度発現機構が異なることを示した。ひび割れ角度を定量的に計測し、それが残留強度基準の摩擦係数で近似できることを、実験的に示した。また、エポキシ樹脂注入によってひび割れを可視化することにより、ひび割れを性状を詳細に観察するとともに、画像処理によって不連続付近の損傷程度とその領域を定量的に評価し、以下の知見を得た。 ○Mohr-Coulombの破壊基準と粗骨材間のブリッジ効果による強度発現機構が等価であることを示した。それによって、Mohr-Coulombの破壊基準においても1軸圧縮における割裂破壊の説明が可能となった。 ○最大強度基準と残留強度基準を定式化した。また、粗骨材の最大寸法、コンクリート強度が、それらの各係数に与える影響を、粗骨材間のブリッジ効果モデルを用いて定性的に説明した。 ○側圧がS_1=0〜-6MPaの範囲では、不連続面付近の損傷範囲の側圧の大きさによる拡大は少ない。しかし、側圧の増大により不連続面付近のモルタルクラックの密度が増大する。 ○損傷領域の範囲は不連続面に対し片側についてほぼ粗骨材の最大寸法G_
であり、不連続面が±0.5G_ で蛇行すると仮定した場合、損傷領域の幅は3G_ となる。 - 在来木造住宅の耐震性に関する研究
- Study on seismic performance of traditional wooden houses