MURAKAMI Masahide

Researcher Information

Degree

• (BLANK)

URL

http://www.arch.kindai.ac.jp/~murakami/

J-Global ID

• 200901010949841140

Research Interests

• 木質構造   Timber astructures   

Research Areas

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

Education

•        - 1986  University of Tsukuba  工学研究科  構造工学
•        - 1986  University of Tsukuba  Graduate School, Division of Engineering
•        - 1981  University of Tsukuba  第三学群  基礎工学類構造工学主専攻
•        - 1981  University of Tsukuba  Third Cluster of College

Association Memberships

• 日本木材学会   木造建築フォーラム   日本建築学会   

Published Papers

• STUDY ON CLT SHEAR WALL USING LSB JOINTS OF CONTINUOUS BEAM STRUCTURE

  Nobuhiko AKIYAMA; Shigefumi OKAMOTO; Tomohiro MORIMOTO; Shigeaki KAWAHARA; Takuro MORI; Hiroshi ISODA; Masahide MURAKAMI

  Journal 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 equations

  Masahide MURAKAMI

  Journal 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]
  
• 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]
  
• 根継ぎ部に炭素繊維補強を施した柱の曲げ実験

  瀧野敦夫; 八神紗良; 村上 雅英

  日本建築学会技術報告集 56 141  2018/02 [Refereed]
  
• Study on pull-out resistance mechanism of lagscrewbolt joint embedded in parallel to the grain of glued laminated timber

  Ryuki Odani; Teruki Kitagawa; Kenji Aoki; Masahiro Inayama; Masahide Murakami

  Journal 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.
• Study on structural calculation method of nailed sheathed shear walls under shear force considering shear buckling and shear failure of sheets

  Masahide Murakami; Yoshiharu Azumi

  Journal 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.
• Formula to predict shear stiffness of sheathed wall considering axial deformation of vertical studs and it's verification with numerical analyses

  Yoshiharu Azumi; Masahide Murakami

  Journal 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.
• Study on exponent decision method of exponent in formula to predict yielding and maximum capacity under combined stress for bending moment resisting joints with drift-pins

  Ryuki Odani; Masahide Murakami; Masahiro Inayama

  Journal 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.
• Proposal of the evaluation method for shear performance of gable roof diaphragm

  Yoshiharu Azumi; Ryuki Odani; Takeshi Nakagawa; Shigefumi Okamoto; Masahide Murakami

  Journal 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.
• Improvements in the formulae for the evaluation of structural performance in nailed-panel structures using conventional exposedpost framework and examination of the scope of application

  Kazuyoshi Komoto; Yoshiharu Azumi; Masahide Murakami; Masahiro Inayama

  Journal 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.
• EXPERIMENTAL STUDY on RELATIONSHIP between SHEAR BUCKLING and SHEAR FAILURE of NAILD SHEATHED SHEAR WALLS

  Masahide Murakami; Yoshiharu Azumi; Yoshitaka Ohshita

  Journal 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.
• Prediction of the performance of sheathed shear elements reinforced with shear keys along panel joints and it's verification with numerical analyses

  Yoshiharu Azumi; Masahide Murakami

  Journal 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.
• Formula to predict the shear performance of floor construction of traditional wooden structures considering the increasing strength based on friction

  Atsuo Takino; Yoshiharu Azumi; Shigefumi Okamoto; Takeshi Nakagawa; Tomonori Shibutani; Masahide Murakami

  Journal 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.
• Formulae to predict shear stiffness and yielding strength of horizontal diaphragms reinforced with shear keys along panel joints

  Masahide Murakami; Yoshiharu Azumi; Atsuo Takino; Shigefumi Okamoto; Takeshi Nakagawa; Shinsuke Kurumada

  Journal 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]
  
• A study on flexural reinforcement with steel channel attached to one side of unreinforced concrete foundation beam

  Tatsuya Imanishi; Toshiyuki Kanyama; Masahide Murakami

  AIJ 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.
• 木造面材大壁の軸組の曲げを考慮したせん断剛性算定式と数値解析による検証

  村上雅英; 安曇良治; 稲山雅弘

  日本建築学会構造系論文集 (672) 249 - 258 2012/02 [Refereed]
  
• Calculation of horizontal load carring capacity of a wooden structure consisting of structural components with different deformation capacities

  Shuntaro Tanaka; Hiroki Matsunaga; Norio Iwata; Masahide Murakami

  AIJ 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.
• Development and application of new seismic strengthening shear wall with high cost performance for conventional wooden structure

  Takayuki Sugimoto; Makoto Kageyama; Norio Iwata; Masahide Murakami

  AIJ 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.
• A study of the structural analysis for timber frame on actual design

  Makoto Kageyama; Masahide Murakami

  AIJ 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.
• Prediction and verification of shear force-dorift angle relations for compressive bracing shear wall with arbitrary wall length - Elastic and plastic behavior before buckling

  Shigefumi Okamoto; Masahide Murakami; Mas Ahiro Inayama

  Journal 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.
• Study on coefficient Bi in N value calculation method about column's top and bottom joints: Proposal of the calculation method about the tensile of column's top and bottom joints considered the flexural rigidity of the beams and the axial rigidity of the joints, and analytical examination about coefficient Bi

  Masahiro Inayama; Masahide Murakami

  Journal 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.
• 筋かい補強による高耐力土壁の開発

  岡本滋史; 村上雅英

  日本建築学会技術報告集 16 (34) 945 - 950 1341-9463 2010/10 [Refereed]
  
• Calculation method for eccentricity and correction coefficient of torsional on consideration with flexible horizontal diaphragm: In case of single span model

  Ryuki Odani; Makoto Kageyama; Masahide Murakami; Masahiro Inayama

  Journal 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.
• Study on evaluation method of structural performance of connection in moment resistance timber frame under combined stress of bending moment and shearing force

  Makoto Kageyama; Masahide Murakami; Kohei Komatsu

  Journal 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.
• FORMULAE TO PREDICT THE ELASTIC AND PLASTIC BEHAVIOR OF SHEATHED WALLS WITH UNCOVERED POSTS IN CONVENTIONAL POST AND BEAM STRUCTURES

  KOMOTO Kazuyoshi; MURAKAMI Masahide; INAYAMA Masahiro

  J. Struct. Constr. Eng. Architectural Institute of Japan (629) 1127 - 1134 1340-4202 2008/07 

  Generally 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.
• PROPOSAL AND VERIFICATION ON FORMULA TO EVALUATE REQUIRED TENSILE CAPACITIES OF CONNECTIONS AT COLUMN'S TOP AND BOTTOM FOR CONVENTIONAL POST AND BEAM STRUCTURAL SYSTEM CONSIDERING THREE DIMENSION EFFECT

  FUJII Masaya; INAYAMA Masahiro; MURAKAMI Masahide

  J. Struct. Constr. Eng. Architectural Institute of Japan (628) 931 - 938 1340-4202 2008/06 

  In 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.
• SEISMIC AND POST-EARTHQUAKE FIRE-RESISTIVE PERFORMANCE OF CONVENTIONAL POST & BEAM WALL RETROFITTED FOR THE REDUCTION OF POST-EARTHQUAKE CITY FIRE HAZARD IN DENSELY INHABITED DISTRICTS

  HASEMI Yuji; MURAKAMI Masahide; KAWAI Naohito; YAMADA Makoto; YASUI Noboru; OSHIUMI Shiro; SHIMIZU Yosuke; KOBATA Seiji; KAMIYA Hidemi; SAKATA Takahiro; NAGAMORI Hiroki

  AIJ Journal of Technology and Design Architectural Institute of Japan 14 (27) 163 - 168 1341-9463 2008/06 

  In-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.
• REDUCIBILITY OF POST-EARTHQUAKE URBAN FIRE HAZARD IN WOODDEN DENSELY INHABITED DISTRICTS BY SEISMIC & FIRE-RESISTIVE REINFORCEMENT OF LOW-RISE WOODEN BUILDINGS

  KAWAGOE Yuko; HASEMI Yuji; KAMIYA Hidemi; KOBATA Seiji; YASUI Noboru; SAKATA Takahiro; NAGAMORI Hiroki; MURAKAMI Masahide

  AIJ Journal of Technology and Design Architectural Institute of Japan 14 (28) 483 - 486 1341-9463 2008 

  To 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.
• Calculation method of lateral strengths and ductility factors of constructions with shear walls of different ductility

  Nobuyoshi Yamaguchi; Masato Nakao; Masahide Murakami; Kenji Miyazawa

  2008 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.

Books etc

• 阪神大震災に見る木造住宅と地震

  鹿島出版会 1997 

  1997-

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 Earthquake

  1995
• 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 Peru

  1990 -1991

MISC

• 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
• 22168 Experimental Study on seismic behavior of board wall of traditional wooden structures in consideration of difference between constraint conditions of frames

  TAKINO Atsuo; MURAKAMI Masahide  Summaries of technical papers of annual meeting  2015-  335  -336  2015/09
• 22128 Experimental Study on Relationship between Shear buckling and Shear Failure of Nailed Sheathed Shear Walls : Part 1 Outline of Experiments and Determination of Critical Shear Buckling Stress

  OHSHITA Yoshitaka; MURAKAMI Masahide; AZUMI Yoshiharu  Summaries of technical papers of annual meeting  2015-  255  -256  2015/09
• 22129 Experimental Study on Relationship between Shear buckling and Shear Failure of Nailed Sheathed Shear Walls : Part2 Discussion on Relationship between Shear Buckling and Shear Failure

  MURAKAMI Masahide; OHSHITA Yoshitaka; AZUMI Yoshiharu  Summaries of technical papers of annual meeting  2015-  257  -258  2015/09
• 22136 EXAMINATION OF FORMULAE TO EVALUATE STRUCTURAL PERFORMANCE OF SHEATHED WALLS WITH UNCOVERED POSTS IN CONVENTIONAL POST AND BEAM STRUCTURES : Part 3. Evaluation of walls consisting of several sheets

  KOMOTO Kazuyoshi; AZUMI Yoshiharu; MURAKAMI Masahide  Summaries of technical papers of annual meeting  2015-  271  -272  2015/09
• 22207 Proposal of the evaluation method about shear behavior of gable roof

  AZUMI Yoshiharu  Summaries of technical papers of annual meeting  2015-  413  -414  2015/09
• 22073 Study on devlopement of CLT bearing wall with LSB joint : Part 2 element experiment

  OKAMOTO Shigefumi; AKIYAMA Nobuhiko; MORIMOTO Tomohiro; MORI Takuro; ISODA Hiroshi; MURAKAMI Masahide  Summaries of technical papers of annual meeting  2015-  145  -146  2015/09
• 22072 Study on devlopement of CLT bearing wall with LSB joint : Part 1 full scale experiment

  MORIMOTO Tomohiro; OKAMOTO Shigefumi; AKIYAMA Nobuhiko; MORI Takuro; ISODA Hiroshi; MURAKAMI Masahide  Summaries of technical papers of annual meeting  2015-  143  -144  2015/09
• 22070 Study on evaluation method of timber semi-rigid column-base joint : Numerical analysis study

  ODANI Ryuki; MURAKAMI Masahide; INAYAMA Masahiro  Summaries of technical papers of annual meeting  2015-  139  -140  2015/09
• 22074 Study on devlopement of CLT bearing wall with LSB joint : (Part 3) Comparison of analytical model to experiment data

  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
• 22074 Study on evaluation method of timber semi-rigid column-base joint.

  ODANI Ryuki; MURAKAMI Masahide; INAYAMA Masahiro  Summaries of technical papers of annual meeting  2014-  147  -148  2014/09
• 22022 Study on shear buckling of sheathed shear walls Part2. Discussion on buckling capacity

  MURAKAMI; OSHITA; AZUMI  Summaries of technical papers of annual meeting  2014-  43  -44  2014/09
• 22021 Study on shear buckling of sheathed shear walls Part1. Outline and results of Experiments

  OSHITA; MURAKAMI; AZUMI  Summaries of technical papers of annual meeting  2014-  41  -42  2014/09
• 22262 Formulae to predict shear performance of sheathed shear elements reinforced with shear keys along panel joints Part1. Formulae to Predict P-R Curve

  AZUMI Y.; MURAKAMI M.  Summaries of technical papers of annual meeting  2014-  523  -524  2014/09
• 22265 A study on in-plane shear performance of floor horizontal diaphragm with torsion joints

  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
• 22073 Study on shear behavior of floor construction of traditional wooden structures : Part4. Verification of formulae to predict p-r curves

  AZUMI Y.; MURAKAMI M.  Summaries of technical papers of annual meeting  2013-  145  -146  2013/08
• 22074 Study on shear behavior of floor construction of traditional wooden structures : Part5 Mechanism of increasing strength based on friction in large deformation area

  TAKINO Atsuo; MURAKAMI Masahide  Summaries of technical papers of annual meeting  2013-  147  -148  2013/08
• 22072 Study on shear behavior of floor construction of traditional wooden structures : Part3. Formulae to predict p-r curve considering shear keys

  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
• 22012 EXAMINATION OF FORMULAE TO EVALUATE STRUCTURAL PERFORMANCE OF SHEATHED WALLS WITH UNCOVERED POSTS IN CONVENTIONAL POST AND BEAM STRUCTURES : Part 1. Relationship between clearance and yielding strength

  KOMOTO Kazuyoshi; MURAKAMI Masahide; INAYAMA Masahiro; AZUMI Yoshiharu; OKADA Hisashi  Summaries of technical papers of annual meeting  2012-  23  -24  2012/09
• 22013 EXAMINATION OF FORMULAE TO EVALUATE STRUCTURAL PERFORMANCE OF SHEATHED WALLS WITH UNCOVERED POSTS IN CONVENTIONAL POST AND BEAM STRUCTURES : Part 2. Evaluaiton of shear wall consist of plural sheets

  FUKUMOTO Mitsuo; KOMOTO Kazuyoshi; MURAKAMI Masahide; INAYAMA Masahiro; AZUMI Yoshiharu; OKADA Hisashi  Summaries of technical papers of annual meeting  2012-  25  -26  2012/09
• 22035 Experimental study on shear behavior of floor construction of traditional wooden structures

  TAKINO Atsuo; NAKAGAWA Takeshi; MURAKAMI Masahide  Summaries of technical papers of annual meeting  2012-  69  -70  2012/09
• 22257 Consideration of the testing method of metal connections between columns and raking beam

  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
• A Study on Flexural Reinforcement applied to Unreinforced Concrete Foundation Beam

  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
• 22087 CALCULATION OF HORIZONTAL LOAD CARRING CAPACITY OF A WOODEN STRUCTURE CONSISTING OF STRUCTURAL COMPOTENTS WITH DIFFERENT DEFORMATION CAPACITIES

  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
• 22246 A Study on Flexural Reinforcement Intended for Unreinforced Concrete Foundation Beam : Part 2. Main Test

  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
• 22245 A Study on Flexural Reinforcement Intended for Unreinforced Concrete Foundation Beam : Part 1 Preliminary Tests and Element Tests

  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
• 22007 Formula to predict shear stiffness of sheathed wall considering with flexural stiffness of studs

  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
• Formulae to evaluate structural performance of sheathed walls with uncovered posts in conventional post and beam structures: evaluation of walls with upper and/or lower slits or openings consisting of several sheets

  河本 和義; 村上 雅英; 稲山 正弘  Journal of structural and construction engineering  76-  (665)  1319  -1327  2011/07
• Study on horizontal shear behavior of moment resistance timber frame under vertical load

  景山 誠; 村上 雅英  Journal of structural and construction engineering  76-  (661)  581  -590  2011/03
• 22232 A Study on Seismic Retrofit System of Wooden Houses : Part 1. Development of shear bearing elements

  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
• 22214 An Experimental Study on Shear behavior of Gable Roof : Part 3 Behavior of Joist-Girder Connection and Influence of Fixed Vertical Roof Strut

  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
• 22233 A Study on Seismic Retrofit System of Wooden Houses : Part 2. Earthquake-proof repair case and verification of the effect

  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
• 22215 An Experimental Study on Shear behavior of Gable Roof : Part 4 Comparison between Experiments and Analyses based on Compornent Test Results

  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
• 22213 An Experimental Study on Shear behavior of Gable Roof : Part 2 Failure Behavior and Physical Model of Nonsymmetricalshaped Gable Roof

  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
• 22132 Proposal of design method for shearwall with preceding yield of frame joint : 1. Requirement for designed collapse mechanism and evaluation ofultimate strength

  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
• 22141 Ultimate Strength Based Seismic Design Method of Timber Constructions with Shear Walls : (Part 1) Summary

  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
• 22133 Proposal of design method for shearwall with preceding yield of frame joint : 2. Design calculation of load-deformation characteristics of shearwall with preceding yield of frame joint

  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
• 22045 Study on Evaluation Method of Structural Performance of Timber Frame : Part 5. Experimental Study on Shear Performance of Timber Frame Under Vertical Load

  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
• 2062 木造軸組工法における水平構面の面内せん断試験 : (その1)パーティクルボード張り床構面(構造)

  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
• 22212 An Experimental Study on Shear behavior of Gable Roof : Part 1 Outline of Experiments

  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
• 22055 Study on Evaluation Method on Structural Performance of Timber Frame. : Part 4. Discussion on Experimental Results of Component Tests of Connections.

  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
• 22094 Study on Factor Bi of Calcuration Method of N-value : Derivation and simulation of generalized solution of Bi

  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
• 22054 Study on Evaluation Method of Structural Performance of Timber Frame. : Part 3. Outline of the Experimental Plan and Results of Component Tests of Connections.

  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
• 22164 Rediction and Verification of Shear Force-Deformation Relation for the Compression Breacing Shear Wall with Arbitrary Wall Length

  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
• 22184 木質構造設計システムの構築に関する研究 : その2. 柱頭・柱脚接合部の変形を考慮した面材真壁の挙動その1(耐震補強壁(2),構造III)

  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
• 22151 Development of Steel Sandwich Panel Shear Wall with Joint Reinforcement using by Steel plate

  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
• 22191 A Study on Deformation Properties of Wooden Horizontal Diaphragm : (2)Outline of Experiments on Roofs as Horizontal diaphragm with out of plane Restraint

  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
• 22097 Proposal and Verification on Modulus of Eccentricity and Torsion Correction Coefficient Considering with Soft Horizontal Diaphragm : Part 1 Modulus of Eccentricity

  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
• 22185 A Study on Development of Timber Structural Design System : Part 3. Loading Tests and Examination of Structural Elements of Sheathed Walls with Uncovered Post

  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
• 22098 Proposal and Verification on Modulus of Eccentricity and Torsion Correction Coefficient Considering with Soft Horizontal Diaphragm : Part 2 Torsion Correction

  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
• Influence of different specification of mud wall on structure performance using experimental investigation

  Shigefumi Okamoto; Masahide Murakami; Masahiro Inayama  Journal of Structural and Construction Engineering  74-  (641)  1275  -1283  2009/07
• 面材張り耐力要素の詳細計算法の基本と適用範囲 (特集 『木造軸組工法住宅の許容応力度設計』早わかり) -- (許容応力度設計の改正のポイントと勘所)

  村上 雅英  建築技術  (712)  162  -165  2009/05
• 水平構面(床・勾配屋根)の剛性耐力計算 (特集 『木造軸組工法住宅の許容応力度設計』早わかり) -- (許容応力度設計の改正のポイントと勘所)

  相馬 智明; 村上 雅英  建築技術  (712)  136  -141  2009/05
• 基礎断面の算定 (特集 『木造軸組工法住宅の許容応力度設計』早わかり) -- (許容応力度設計の改正のポイントと勘所)

  村上 雅英  建築技術  (712)  154  -157  2009/05
• 柱頭柱脚接合部の引抜力の計算 (特集 『木造軸組工法住宅の許容応力度設計』早わかり) -- (許容応力度設計の改正のポイントと勘所)

  村上 雅英  建築技術  (712)  128  -133  2009/05
• Prediction and its verification of the envelope curve for arbitrary length mud wall from two kinds of wall length with different fracture mode

  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
• A STUDY ON IN-PLANE SHEAR PROPERTY OF HORIZONTAL DIAPHRAGM IN WOODEN POST AND BEAM CONSTRUCTION : Part 2: Calculation method for rigidity and strength of roof diaphragm with plywood and experimental verification

  SOMA Tomoaki; SONG Changsuk; YOSHIKAWA Seiichi; INAYAMA Masahiro; ANDO Naoto  Journal of structural engineering. B  55B-  189  -196  2009/03
• A STUDY ON IN-PLANE SHEAR PROPERTY OF HORIZONTAL DIAPHRAGM IN WOODEN POST AND BEAM CONSTRUCTION : Part 1: Calculation method for rigidity and strength of floor diaphragm with plywood and experimental verification

  YOSHIKAWA Seiichi; SOMA Tomoaki; SONG Changsuk; INAYAMA Masahiro; ANDO Naoto; MURAKAMI Masahide; GOTO Masami  Journal of structural engineering. B  55B-  179  -187  2009/03
• 22192 A Study on Deformation Properties of Wooden Horizontal Diaphragm : (3) Nonsymmetrical-shaped Roof Structure

  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
• Study on calcuration method of tensile axial force acting on connection of timber wall structures: Proposal of the calcuration method of tensile axial force, and comparison with racking tests of 2-story walls of light frame construction

  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
• 22198 Study on Evaluation Method on Structural Performance of Timber Frame : Part 1. Outline of the Experimental Plan and Results on Share Tests of Frame Works and Component Tests of Connections

  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
• 22199 Study on Evaluation Method on Structural Performance of Timber Frame : Part 2. Discussion of Experiments

  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
• 22231 Development of Steel Sandwich Panel Shear Wall with Joint Reinforcement using by Steel plate : Part 1. Preliminary test to determine specification of joint reinforcement with steel plate and experimental planning

  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
• 22232 Development of Steel Sandwich Panel Shear Wall with Joint Reinforcement using by Steel plate : Part 2. Experimental result and discussion on shear wall tests

  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
• 22111 Calculation Method on Modulus of Eccentricity Considering Stiffness of Soft Horizontal Diaphram

  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
• 3141 Development of Quasi-Fire Proof Construction of Traditional Timber-frame Soil Walls : Part 11 Loaded Fire Resistance Experiments of High Perfomance Mud Walls

  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
• STUDY ON SIMPLE STRESS CALCULATION METHOD OF WOODEN MULTISTORY BEARING WALL STRUCTURES

  MIYAMOTO Shunsuke; MIYAZAWA Kenji; INAYAMA Masahiro; MURAKAMI Masahide  Journal of structural engineering. B  54-  129  -136  2008/03
• 3016 軸組木造土壁構法による準耐火構造の開発 : (その9)実態に即した荷重を受ける高耐力土壁の載荷加熱実験(防火)

  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
• Horizontal resistance and Ds values of stories in timber construction with shear walls - Evaluation method of seismic performance of shear resisting elements using horizontal stiffness and potential energy

  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
• 22185 Study on Calculation Method Tensile Axial Force Acting on Connection at Column's Top and Bottom of Timber Wall Structures : Part2 Experimental Verification of Simplified Calculation Method and Proposal of Inclusion of 3D Effect

  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
• 22120 Experimental investigation on influence of different specification on structural performance of mud walls - Part1 -

  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
• 22184 Study on Calculation Method Tensile Axial Force Acting on Connection at Column's Top and Bottom of Timber Wall Structures : (Part 1) Proposal of the Simple Calculation Method of Axial Force Acting on Connection at Column's Top and Bottom of Bearing

  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
• 22191 Study on Stress Caluculation Method of Nailed Wooden Wall Structures : Part3. FEM Analysis and Comparison

  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
• 22121 Experimental investigation on influence of different specification on structural performance of mud walls - Part1 -

  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
• 22025 Experimental Research into Influence of Different Testing Methods on the Shearing Properties of Fasteners of Sheathed Walls

  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
• 22251 Vibration Tests of Steel Sandwich Panel Walls for Retrofit of Conventional Post and Beam Wooden Structures

  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
• Steel sandwich panel walls for retrofit of conventional post and beam wooden structures

  Masanori Fujita; Katsuhiko Kohara; Kazuyoshi Komoto; Masahide Murakami  AIJ Journal of Technology and Design  13-  (25)  103  -108  2007/06
• Experimental study on shear test methods of nails and screws on sheets to timber frames considered influence of running out of edges

  村上 雅英; 杉本 敏和; 平井 義行  GBRC  32-  (4)  23  -27  2007
• PREDICTION AND ITS VERIFICATION OF SHEAR FORCE-DEFORMATION RELATION AND BRACING UNIT MULTIPLIER FOR MUD WALLS BASED ON A PORTION -WALL TEST

  OKAMOTO Shigefumi; SAWATA Kei; MURAKAMI Masahide; SUZUKI Tamotsu; INAYAMA Masahiro  Journal of Structural and Construction Engineering (Transactions of AIJ)  72-  (621)  103  -110  2007
• ESTIMATION OF STIFFNESS AND BEARING CAPACITY FOR MAD WALLS WITH OPENINGS BASED ON THEIR RESISTANCE MECHANISM

  SAWATA Kei; OKAMOTO Sigehumi; MURAKAMI Masahide; KAWANABE Aiko; SUZUKI Tamotsu  Journal of Structural and Construction Engineering (Transactions of AIJ)  72-  (620)  93  -100  2007
• NEW METHOD TO ESTIMATE THE LOAD-SLIP CHARACTERISTICS OF THE DOUBLE SHEAR BOLTED TIMBER-to-TIMBER JOINTS

  KAMACHI Ken; ANDO Naoto; INAYAMA Masahito; MURAKAMI Masahide  Journal of Structural and Construction Engineering (Transactions of AIJ)  72-  (619)  119  -126  2007
• INFLUENCE ON LONG-TERM AXIAL COLUMN FORCE UPON SHEAR FORCE-DISPLACEMENT CURVE OF SHEATHED SHEAR WALLS UNDER IN-PLANE SHEAR TEST

  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
• PREDICTION OF THE FIRE RESISTANCE OF JAPANESE BARE TIMBER WALLS

  SHIMIZU Mariko; HASEMI Yuji; MURAKAMI Masahide; YASUI Noboru  Journal of Structural and Construction Engineering (Transactions of AIJ)  72-  (611)  165  -170  2007
• FORMULA TO PREDICT THE BEARING CAPACITY OF BEAM-COLUMN JOINT WITH STEEL TENON-BAR CONNECTER ATTACHED TO COMPRESSIVE BRACE

  MURAKAMI Masahide; SATAKE Kenichi; KATOH Masaaki; INAYAMA Masahiro  Journal of Structural and Construction Engineering (Transactions of AIJ)  72-  (611)  103  -109  2007
• 22109 Development of Retrofit Technology of Wooden Urban Buildings for the Simultaneous Improvement of Seismic and Fire Protective Performances : Part 7 Experimental Study on Physical Behavior of Semi-Bracing Unit with High Density Gypsum Fiber Boards

  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
• 22055 Development of Structural Design Method on Conventional Post and Beam Structures : Part81 Plan of Experiments of Formulae to Calculate Demand Tensile Capacity of Connections

  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
• 22056 Development of Structural Design Method on Conventional Post and Beam Structures : Part82 Experimental Verification on Formulae to Calculate Demand Tensile Capacity of Connections

  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
• 3024 Development of Retrofit Technology of Wooden Urban Buildings for the Simultaneous Improvement of Seismic and Fire Protective Performances : Part 4 Racking Test of Full Scale Wooden Shear Walls

  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
• 3021 Development of Retrofit Technology of Wooden Urban Buildings for the Simultaneous Improvement of Seismic and Fire Protective Performances : Part 1 Outline of the Project

  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
• 3025 Development of Retrofit Technology of Wooden Urban Buildings for the Simultaneous Improvement of Seismic and Fire Protective Performances : (Part5) Loaded Fire Resistance Tests on Wooden wall Assemblies

  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
• 3023 Development of Retrofit Technology of Wooden Urban Buildings for the Simultaneous Implovement of Seismic and Fire Protective Performance : Part 3 : Large-Scall Test Specimen and Test Method

  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
• 重ね梁の設計法に関する研究 その2:重ね梁の剛性・耐力設計式の提案

  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
• 重ね梁の設計法に関する研究 その1:接合具の一面せん断試験と重ね梁の曲げ試験

  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
• 22110 Development of Retrofit Technology of Wooden Urban Buildings for the Simultaneous Improvement of Seismic and Fire Protective Performances : Part 8 In-Plain Shear Tests of Steel Sandwich Panel Walls for Retrofit of Conventional Post and Beam Wooden Structures

  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
• 木質耐力壁の力学的挙動と性能評価に与える試験法の影響(第1報)面材大壁耐力壁

  村上 雅英; 藤井 雅也; 杉本 敏和  GBRC  31-  (1)  10  -17  2006
• PREDICTION AND ITS VERIFICATION ON STIFFNESS AND BEARING CAPACITY OF MUD WALLS BASED ON THEIR LATERAL LOAD CARRYING MECHANISM

  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
• 22198 Effects of Testing Methods on the Mechanical Behaviors of Wooden Shear Walls : Part 1 The Effects of Imposed Loadings on Sheathed Shear Walls

  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
• 22199 Effect of Testing Methods on the Mechanical Behaviors o Wooden Shear Walls : Part 2 Discussion on the Basis of Mechanical Model for Sheathed Shear Wall

  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
• 22159 Development of Structural Design Method on Conventional Post and Beam Structures : Part 78 Formula to Predict the Capacity of Compressive Brace Connection with Steel Tenon-bar Splice : Results of Component-based Tests

  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
• 22160 Development of Structural Design Method on Conventional Post and Beam Structures : Part 79 Formula to Predict the Capacity of Compressive Brace Connection with Steel Tenon-bar Splice : Verification of formula

  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
• 3003 Development of Quasi-fireproof Construction of Traditional Timber-flame soil Walls : Part 3. Prediction of Mechanical Fire Resistance of Wood/Soil Constuction by Comression Tests

  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
• Comparison of Concrete Structures with Timber Structures

  MURAKAMI M.  コンクリート工学 = Concrete journal  43-  (1)  77  -81  2005/01
• COMPONENT-BASED EXPERIMENTAL VERIFICATION OF LATERAL LOAD CARRYING MECHANISM FOR MUD WALLS : Physical behavior of mud walls without initial failure in shear (Continued)

  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
• Component-based Experimental Verification of Lateral Load Carring Mechanism for Mud Walls -Physical Behavior of Mud Walls without Initial Failure in Shear (Continued) -

  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
• 22052 Development of Structural Design Method on Conventional Post and Beam Structures : (Part 78) Experiment Outline for Axial Force on Column Base and Column Head Joints of Three Dimensional Buildings

  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
• 22051 Development of Structural Design Method on Conventional Post and Beam Structures : Part 77 A new Formula for biaxial (tensile and shear) capacity of Steel tenon-bar splice under compressive brace force based on resistance mechanism

  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
• 22054 Development of Structural Design Method on Conventional Post and Beam Structures : (Part 80) Evaluation of Axial Force on Column Base and Column Head Joints of Eccentric Building

  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
• 22053 Development of Structural Design Method on Conventional Post and Beam Structures : (Part 79) Experimental Results of Axial Force on Column Base and Column Head Joints, and Comparison with the Calculated Value

  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
• 22050 Development of Structural Design Method on Conventional Post and Beam Structures : Part 76 Comparison of experimental results for biaxial (tensile and shear) capacity of Steel tenon-bar splice under compressive brace force with verification formula

  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
• 22159 Experimental Study on Ultimate Fracture of Bolted Timber Joint : Part. 1 Effect of Bolt Diameter and Main Member on Ultimate Fracture Loaded Perpendicular to Wood Grain

  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
• 22204 Structural performance evaluation and verifications for mad walls based on their resistance mechanism : Prat 2 Verification for mad walls constructed with Kyoto Specifications

  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
• 22205 Structural performance evaluation and verifications for mad walls based on their resistance mechanism : Prat 3 Verification for mad walls constructed with shiga specifications

  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
• 22160 Experimental study on ultimate fracture of bolted timber joint : Part. 2 effect of loading direction and multiple bolts

  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
• 柱圧縮試験による木造土壁の非損傷性予測

  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
• 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1-6)

  村上雅英  日本建築学会大会学術講演梗概集2004年C-1  2004
• Experimental Clarification of Load Carrying Mechanism of Japanese Traditional Mud Walls Subjected to Static Lateral Force

  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
• DATABASE OF DESIGN SHEAR PROPERTIES OF NAIL AND SCREW ON SHEETS TO TIMBER FRAMES FOR THE ALLOWABLE STRESS DESIGN OF CONVENTIONAL POST AND BEAM STRUCTURES

  TOMINAGA Junichi; NODA Toru; MURAKAMI Masahide  AIJ JOURNAL OF TECHNOLOGY AND DESIGN  No.19 pp.123-128-  123  -128  2004
• PREDICTION AND DESIGN OF MECHANICAL FIRE RESISTANCE OF JAPANESE TRADITIONAL WOOD/SOIL WALLS BY COMPRESSION TESTS OF WOOD POSTS

  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
• PREDICTION AND DESIGN OF MECHANICAL FIRE RESISTANCE OF JAPANESE TRADITIONAL WOOD/SOIL WALLS BY COMPRESSION TESTS OF WOOD POSTS

  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
• 樹と木と建築をリンクするために(第13回) : 階層的構造計算法の確立をめざして-近畿大学理工学部建築学科 村上研究室-

  村上 雅英  木材工業 = Wood industry  58-  (8)  389  -391  2003/08
• 3133 Reduced Scale Fire Resistance Tests on Traditional Timber-frame Soil Walls Part 5 : The Compression Experiment of Wooden Pillars in consideration of Charring

  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
• 22152 Development of Structural Design Method on Conventional Post and Beam Structures : Part75 Shearing properties of Nails and Screws driven on Sheets to Frames

  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
• 22146 Development of Structural Design Method on Conventional Post and Beam Structures : Part69 Ultimate Strength Up-lifting of Walls with Openings

  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
• 22148 Development of Structural Design Method on Conventional Post and Beam Structures : Part 71 Shear Crack Strength and Maximum Strength of Mud Walls with One Unit Wall Length

  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
• 22147 Development of Structural Design Method on Conventional Post and Beam Structures : Part 70 Formulas to Predict Initial Stiffness of Mud Walls

  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
• 3015 市街地型軸組木造土壁構法の防火性能の再評価 : (その5)燃焼による炭化を考慮した柱の圧縮耐力実験(防火)

  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
• 22143 Development of Structural Design Method on Conventional Post and Beam Structures : (Part 66) General Solution of Axial Force on Column Base and Column Head Joints Based on Navier's Assumption

  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
• 22151 Development of Structual Design Method on Conventional Post and Beam Structures : Part74 Influence on Physical Properties of Sheathed Walls with Uncovered Posts by Clearance between Sheets and Frames

  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
• 許容応力度計算による自由度を広げる設計 (1) [鉛直構面] 面材と釘配列 ピッチによる壁倍率アップ

  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
• 在来軸組工法木造住宅の構造設計手法の開発 その67 柱脚柱頭接合部軸力一般解の立体建物への適用方法と検証

  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
• 在来軸組工法木造住宅の構造設計手法の開発 その68 下屋付2階建の柱脚柱頭接合部軸力の計算,および実大実験との比較

  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
• FORMULAE TO PREDICT REQUIRED TENSILE STRENGTHS OF CONNECTIONS AT TOP AND BOTTOM OF COLUMNS IN SHEATHED WALL WITH OPENINGS BY CONVENTIONAL

  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]
  
• 22187 Development of Structural Design Method on Conventional Post and Beam Structures : Part 58 The Consideration on Resistance Mechanism of Mud Walls

  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
• 22184 Development of Structural Design Method on Conventional Post and Beam Structures : Part 55 Structural Design Concept on Board Wall Filled in Frame "Shin-kabe"

  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
• 22185 Development of Structural Design Method on Conventional Post and Beam Structures : Part 56 Structural Design Concept on Board Wall Filled in Frame "Shin-kabe"

  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
• 22190 Development of Structural Design Method on Conventional Post and Beam Structures : Part 61 Structural Design Concept on Timber Grille Walls

  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
• 22192 Development of Structural Design Method on Conventional Post and Beam Structures : Part 63 Structural Design Concept on Wood Siding Wall Filled in Frame

  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
• 22183 Development of Structural Design Method on Conventional Post and Beam Structures : Part 54 Veritications of Formulae to Predict Required Tensile Strengths of Connections at Top and Bottom of Columns in Wall with Openings

  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
• 22189 Development of Structural Design Method on Conventional Post and Beam Structures : Part 60 The horizontal loading test of Timber Grille Walls

  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
• 22186 Development of Structural Design Method on Conventional Post and Beam Structures : Part 57 The Failure Properties, Assumption on Resistance Mechanism, and Planning of Experiments of Mud Walls

  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
• 鉛直構面の設計 (特集 「木造軸組工法住宅の許容応力度設計」の概説) -- (許容応力度設計法の概要)

  村上 雅英  建築技術  (628)  106  -119  2002/05
• 22191 Development of Structural Design Method on Conventional Post and Beam Structures : Part 62 The horizontal loading test of Wood Siding Wall Filled in Frame

  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
• 22188 Development of Structural Design Method on Conventional Post and Beam Structures : Part 59 The Evaluation of Characteristic and Verification Experiment of Walls with Openings

  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
• 22181 Development of Structural Design Method on Conventional Post and Beam Structures : Part 49 Calculation of Shear Capability of Mud Walls

  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
• 22184 Development of Structural Design Method on Conventional Post and Beam Structures : Part52 Verifications of Design Concept on Ultimate Shear Capacity of Buildings with Uplifting-Two Story & Single Bay Wall Tests-

  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
• 22179 Development of Structural Design Method on Conventional Post and Beam Structures : Part47 Structural Design Concept on Board Wall Filled in Frame "Shin-kabe"

  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
• 22185 Development of Structural Design Method on Conventional Post and Beam Structures : Part53 The Verification and Reduction of General Solution on Ultimate Shear Capacity of Buildings with Uplifting

  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
• 22180 Development of Structural Design Method on Conventional Post and Beam Structures : Part 48 Experiments on Resistace Mechanism of Shear Capability of Mud Walls

  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
• 22183 Development of Structural Design Method on Conventional Post and Beam Structures : Part51 Verifications of Design Concept on Ultimate Shear Capacity of Buildings with Uplifting -Single Story & Single Bay Wall Tests(2)-

  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
• 22177 Development of Structural Design Method on Conventional Post and Beam Structures : Part45 Structural Design Concept on Board Wall Filled in Frame "Shin-kabe"

  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
• 22182 Development of Structural Design Method on Conventional Post and Beam structures : Part 50 The Evaluation of Structural Characteristic of Wall with Furring Strips

  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
• 22176 Development of Structural Design Method on Conventional Post and Beam Structures : Part44 The horizontal loading test of actual scale two story building with eccentric wall arrangement with design concept of torsional restriction

  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
• 22178 Development of Structural Design Method on Conventional Post and Beam Structures : Part46 Structural Design Concept on Board Wall Filled in Frame "Shin-kabe"

  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
• 在来軸組工法木造住宅の構造設計手法の開発その45-47

  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
• 在来軸組工法木造住宅の構造設計手法の開発その51-53

  村上雅英  日本建築学会大会学術講演梗概集  365  -370  2001
• 有開口壁のせん断耐力 (特集 木造住宅の構造設計--改正基準法と品確法) -- (各要素の評価法と検証実験)

  村上 雅英  建築技術  (608)  126  -132  2000/10
• 建物の浮き上がり耐力 (特集 木造住宅の構造設計--改正基準法と品確法) -- (各要素の評価法と検証実験)

  村上 雅英  建築技術  (608)  162  -169  2000/10
• 壁配置と偏心 (特集 木造住宅の構造設計--改正基準法と品確法) -- (各要素の評価法と検証実験)

  村上 雅英  建築技術  (608)  133  -139  2000/10
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 31 Experimental Verification of Torsional Behavior of Buildings -Verification of Torsional Behavior-

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 30 Ecperimental Verification of Torsional Behavior of Buildings -Outline of 3D Tests-

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part26 Verfications of Design Concept on Ultimate Shear Capacity of Buildings with Uplifting

  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
• DEVELOPMENT OF STRUCTURAL DESIGN METHOD ON CONVENTIONAL POST AND BEAM STRUCTURES : Part38 : Theory about Shear Stiffness and Ulttimate Strength of Gable Roof replaced to Horizontal Diaphragm

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 29 The verification on the simple calculation procedure of non-linear behavior of walls with openings sheathed with medium density fiber boards

  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
• DEVELOPMENT OF STRUCTURAL DESIGN METHOD ON CONVENTIONAL POST AND BEAMS STRUCTURES : Horizontally shearing tests of gable roof (1)

  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
• DEVELOPMENT OF STRUCTURAL DESIGN METHOD ON CONVENTIONAL POST AND BEAM Structures : Part 42 Shearing stiffness of rafter considering pull-reaction of nails

  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
• DEVELOPMENT OF STRUCTURAL DESIGN METHOD ON CONVENTIONAL POST AND BEAM STRUCTURES : Part 43 Velification of simple design method for lean-to gable roof

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part23 Design Concept on Ultimate Shear Capacity of Buildings with Uplifting

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part36 : Proposition and Verificaion of the Theory about Stiffness and Ultimate of Diaphragm with Horizonta

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 24 The development mechanism and modeling of restriction due to the weight of building and perpendicular walls against rotated shear walls

  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
• DEVELOPMENT OF STRUCTURAL DESIGN METHOD ON CONVENTIONAL POST AND Beams STRUCTURES : Horizontally shearing tests of gable roof (2)

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part28 Behavior of Plywood Panels on a Bearing Wall with Openings under the Condition that Floor Rise does not occur

  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
• DEVELOPMENT OF STRUCTURAL DESIGN METHOD ON CONVENTIONAL POST AND BEAMS Structures : Horizontally shearing tests of gable roof (3)

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part35 Result of Shearthed Diaphram with Angle Brace Test

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part25 Verifications of Design Concept on Ultimate Shear Capacity of Buildings with Uplifting

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part27 Verification of Design Concept on Ultimate Shear Capacity of Building with Uplifting -"Model House A"Tested by I. W. T, Akita Prefectural Univ. -

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 37 Venification of Calculation Technique to Stiffness of Combined Floor Diaphragm with Floor Boards and Horizontal Braces

  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
• Performance of Shear Walls Sheathed with Three Layers Japanese Cedar Plywood

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part33 : Result of Shearthed Diaphram Tests and Theorical Value

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part32 : Test of Shearing Behavior of lateral panels and outline of the results

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part34 : Comparison of results of the tests and theory value

  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
• 在来軸組工法木造住宅の構造設計手法の開発その23-27

  村上雅英  日本建築学会大会学術講演梗概集  1  -10  2000
• FLEXIBLE HORIZONTAL DIAPHRAGM EFFECT ON SEISMIC TORSIONAL RESISTANCE SYSTEM WITH DUCTILE WALLS

  MURAKAMI Masahide; INAYAMA Masahiro  Journal of Structural and Construction Engineering (Transactions of AIJ)  530-  (530)  93  -98  2000
• ULTIMATE STRENGTH DESIGN CONCEPT ON GYPSUM BOARDS SHEATHED WALLS WITH OPENINGS CONSTRUCTED WITH CONVENTIONAL POST AND BEAMS CONSTRUCTION TECHNIQUE

  MURAKAMI Masahide; SHIMIZU Hidemaru; HATA Masanori; GOTO Masami; INAYAMA Masahiro  Journal of Structural and Construction Engineering (Transactions of AIJ)  533-  (533)  121  -126  2000
• FLEXIBLE HORIZONTAL DIAPHRAGM EFFECT ON SEISMIC TORSIONAL RESISTANCE SYSTEM WITH DUCTILE WALLS

  MURAKAMI Masahide; INAYAMA Masahiro  JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING (Transactions of AIJ)  530-  (530)  93  -98  2000
• ULTIMATE STRENGTH DESIGN CONCEPT ON GYPSUM BOARDS SHEATHED WALLS WITH OPENINGS CONSTRUCTED WITH CONVENTIONAL POST AND BEAMS CONSTRUCTION TECHNIQUE

  MURAKAMI Masahide; SHIMIZU Hidemaru; HATA Masanori; GOTO Masami; INAYAMA Masahiro  JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING (Transaction of AIJ)  533-  (533)  121  -126  2000
• 木造住宅の性能明示型設計法 (特集 木とともに) -- (木)

  村上 雅英; 稲山 正弘  建築と社会  80-  (931)  35  -38  1999/10
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 17 : Summary of the Seismic Proof Structural Design Method

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 14 Flexible Horizontal Diaphragm Effect on Seismic Torsional Resistance System with Ductile Walls

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 18 Experiments to make a calculating model of lean-to roofs : (1) on miniature sized models

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 15 Restraining Mechanism and Modelling Acting in Uplifted Column

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 19 Experiments to make a calculating model of lean-to roofs : (2) on full sized models

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 16 Calculation Method of Ultimate Capacity of Walls with Openings Considering Uplifts

  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
• A Study on Seismic Performance of Plywood Shear Wall Nailed to Frame Construction : Part. 4 Examination of Simplified Calculation Technique-1

  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
• Strength of Mechnical Anchorage by Pullout Test : Part2 Maximum Strength of Mechanical Anchorage

  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
• Strength of Mechnical Anchorage by Pullout Test : Part 1 Outline of Test Program and Failure Characteristics

  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
• 234 Consideration on the horizontal loading tests of gable roof

  Iwasaki Toshiyuki; Murakami Masahide; Inayama Masahiro  東海支部研究報告集  (37)  261  -264  1999/02
• FORMULAE TO PREDICT THE ELASTIC AND PLASTIC BEHAVIOUR OF SHEATHED WALLS WITH ANY NAILING ARRANGEMENT PATTERN

  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
• WHY DID WOODEN HOUSES COLLAPSE BY THE HANSHIN-AWAJI EARTHQUAKE DISASTER?

  MURAKAMI Masahide; SUZUKI Yoshiyuki; TAHARA Masaru  JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING(Transactions of AIJ)  64-  (523)  95  -101  1999
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 1 Shear Capacity and Stiffness of Sheathed Walls with Any Nailing Arrangement Pattern

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part3 : Shear Capacity and Stiffness of Shearthed Diaphram with Torsion Joists

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part6 : Result of Shearthed Diaphram Tests and Theorical Value

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part12 : Holizontal Loading Test of gablc roof (3 : results and considerration on the tests for ultimate strength)

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part13 : Holizontal Loading Test of gablc roof

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part 2 Modelling of Shear Walls with Openings Using Japanese Conventional Post and Beam Technique

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part10 : Holizontal Loading Test of gablc roof(1 : the outline and tests for the clastic stiffness)

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part7 : Computer Program for Analysis of Nonlinear Structure modeled after Shearthed-Pannels, Line-Members, and joints

  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
• Development of Structural Design Method on Conventional Post and Beam Structures : Part11 : Holizontal Loading Test of gablc roof (2 : clastic stiffness matrix of the gable roof)

  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
• 引き抜き試験によるはり主筋の機械式定着耐力の評価

  村上雅英  コンクリート工学論文集  9-  (1)  1  -9  1998
• 在来軸組み工法の耐震抵抗機構について-雑壁及び施工程度が耐震効果に及ぼす影響について-

  村上雅英  第10回日本地震工学シンポジウム  2-  2263  -2268  1998
• 卜型骨組試験によるはり主筋を機械式定着した接合部の破壊性状

  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
• Failure Behavior of External Beam-Column Joints with Mechanical Anchorage in Subassemblage Frames

  Murakami Masahide; Fuji Tatsuya; Kubota Toshiyuki  Concrete Research and Technology  9-  (1)  1  -9  1998
• 接合部 (特集 木造住宅の構造設計の基礎知識) -- (接合部の考え方)

  村上 雅英  建築技術  (570)  181  -189  1997/09
• Experimental Study on Aseismatic Strengthening of Wooden Houses : Part2 Aseismatic Strengthening of Japanese Traditional Wooden Houses

  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
• Experimental Study on Aseismatic Strengthening of Wooden Houses : Part1 Aseismatic Strengthening of Small Wooden Houses with/without Stores and Garages

  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
• The structural design method for timber constructions including non-bearing wall and diaphragm : Part2 Equations of three-dimensional structural model by shearing pannel, bending member, axial spirng

  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
• Effect of Various Repair Methods on Damaged RC Columns Designed by old Building Code

  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
• 雑壁や水平構面を含む木造住宅の構造設計法

  村上雅英  日本建築学会学術講演梗概集(関東),C-1  205  -206  1997
• 接合部の考え方 接合部

  村上雅英  建築技術  183  -186  1997
• Evaluation of Mechanical Anchorage Capacities of Main Bars in Beam-column Joints Based on Pull-out Tests

  MURAKAMI Masahide; FUJI Tatsuya; KUBOTA Toshiyuki  Concrete Research and Technology  8-  (2)  1  -10  1997
• Evaluation of Mechanical Anchorage Capacities of Main Bars in Beam-Column Joints Based on Pull-Out Tests

  MURAKAMI Masahide; FUJI Tatsuya; KUBOTA Toshiyuki  Concrete Research and Technology  8-  (2)  1  -10  1997
• Human Losses and Damaged Wooden Houses by Hanshin Awaji Earthquake

  Murakami Masahide; Sasaki Manabu; Nishimura Akiyoshi  Journal of the Faculty of Science and Technology, Kinki University  32-  97  -105  1996/09
• Experimental Study of Shear Strength of RC Beams Strengthned by U-shape Steel Plate

  Murakami Masahide; Sasaki Manabu; Nishimura Akiyoshi  Journal of the Faculty of Science and Technology, Kinki University  32-  107  -111  1996/09
• The Estimation of Strength and Stiffiness of Holdown

  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
• A Study on The Joint Strength of Wooden Post and Beam Construction : Part 3. Deterioration of Joint Strength of Reconstructed Wooden Post and Beam Construction at Inferior Condition

  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
• Investigation of reinforced concrete buildings on the Hyogo-ken Nanbu Earthquake by AIJ Kinki branch : Part 2 Statistical analysis(1)

  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
• Investigation of reinforced concrete buildings on the Hyogo-ken Nanbu Earthquake by AIJ Kinki branch : Part 1 Outline of survey of RC building in Nada-ku and Higashinada-ku

  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
• Investigation of reinforced concrete buildings on the Hyogo-ken Nanbu Earthquake by AIJ Kinki branch : Part 3 Statistical analysis (2)

  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
• Investigation of reinforced concrete buildings on the Hyogo-ken Nanbu Earthquake by AIJ Kinki branch : Part 4 Study on pilotis buildings

  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
• 1995 Hyogoken-Nanbu Earthquake and Casualtires : Part2. Relation between Human Casualties and Structual Dameges

  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
• 1995 Hyogoken-Nanbu Earthquake and Casualtires : Part1. Outline of Damage in Higashi-nada Ward

  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
• 5005 1995 Hyogoken-Nanbu Earthquake and Casualties : Relation between Casualties and Structural Damage of Wooden houses in Higashi-Nada Ward

  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
• 5048 A Study on The Joint Strength of Wooden Post and Beam Construction : Part 2. Joint Strength of Wooden Post and Beam Construction and Plywood for Structural Use

  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
• 5047 A Study on The Joint Strength of Wooden Post and Beam Construction : Part 1. Actual Execution of works of Reconstructed Wooden Post and Beam Construction after The 1995 Great Hanshin-Awaji Earthquake Disaster

  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
• DAMAGE OF URBAN WOODEN HOUSES BY HANSHIN-AWAJI EARTHQUAKE

  MURAKAMI Masahide; TAHARA Masaru; FUJITA Yoshinori; MISAWA Fumiko  Journal of Structural and Construction Engineering (Transactions of AIJ)  481-  (481)  71  -80  1996
• BEHAVIOR ON MECHANICAL ANCHORAGES OF MAIN REINFORCEMENTS IN EXTERNAL BEAM-COLUMN JOINTS WITH FLEXURAL YIELDING OF BEAMS

  FUJI Tatsuya; MURAKAMI Masahide; KUBOTA Toshiyuki  Prceeding of the JAPAN CONCRETE INSTITUTE  18-  (2)  977  -982  1996
• DAMAGE OF URBAN WOODEN HOUSES BY HANSHIN-AWAJI EARTHQUAKE

  MURAKAMI Masahide; TAHARA Masaru; FUJITA Yoshinori; MISAWA Fumiko  JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING(Transaction of AIJ)  481-  (481)  71  -80  1996
• Failure Behavior of External Beam-Column Joints with Makanical anchorages : Part1 Outline of Tests

  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
• Failure Behavior of External Beam-Column Joints with Makanical anchorages : Part2 Discassion on Test Results

  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
• 1995年兵庫県南部地震-木造建物の被害-

  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
• FRACTURE PHENOMENA AND DETERMINATION OF DAMAGED ZONE OF PLANE CONCRETE UNDER TRIAXIAL COMPRESSION

  村上雅英  CONCRETE RESEARCH AND TECHNOLOGY  6-  (2)  47  -61  1995
• はり主筋を機械式定着した外柱・はり接合部の破壊性状

  窪田敏行  コンクリート工学年次論文報告集  17-  (2)  1189  -1194  1995
• 2217 Development Mechanism on Compressive Strength

  MURAKAMI Masahide; OHTANI Yasuhiro  コンクリート工学年次論文報告集  17-  (2)  1293  -1298  1995
• Modelling of Damage Mechanism in Shear Band under Triaxial Compression and it's Verifications

  村上雅英  Concrete Research and Technology  6-  (1)  43  -53  1995
• Failure Behavior of External Beam-column Joints with Mechanical Anchorages

  Proceedings of the Japan Concrete Institute  17-  (2)  1189  -1194  1995
• Development Mechanism on Compressive Strength

  Proceedings of the Japan Concrete Institute  17-  (2)  1293  -1298  1995
• Damage Mechanism in Shear Band Under Triaxial Compressive stresses

  Murakami Masahide; Ohtani Yasuhiro  Journal of the Faculty of Science and Technology, Kinki University  30-  267  -276  1994/10
• Lateral Confinement Path-dependent Model on Damage mechanism in Shear Band

  MURAKAMI Masahide; OHTANI Yasuhiro  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1994-  743  -744  1994/07
• Evalution of Damage Range of Plane Concrete under Triaxial Compression

  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
• 2021 Cracking Behavior of Plane Concrete under Low Triaxial Compressive Stresses

  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
• 2022 Modeling on Damage Mechanism in Shear Band under Low Triaxial Compressive Stres-ses

  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
• 2119 Strength and Ductility on Subassemblage Frame with Mechanical Anchorages in Beam-Column Joint

  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
• Development on High Strength Reinforcement of Electric Furnace : Part21 Estimation on Mechanical Anchorage Capacity

  MURAKAMI masahide  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1993-  127  -128  1993/07
• Damage Mechanism in Shear Band under Low Triaxial Compressive Stress : Part2 Numerical Model on Damage Mechanism

  NISHINO Kazuya  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1993-  203  -204  1993/07
• Development on High Strength Reinforcement of Electric Furnace : Part20 Outline of Mechanical Anchorage tests

  MIYAZAKI Fumio  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1993-  125  -126  1993/07
• Damage Mechanism in Shear Band under Low Triaxial Compressive Stress : Part1 Mohr-Coulomb's Failure Criterion and Final Stable Condition

  ISHIDA Kengo  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1993-  201  -202  1993/07
• Cooperative Researches on WR-PC Construction Method -- Lateral Loading Test of Wall Frame : Part 1 Test and Result

  FUKUDA Mikio  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1993-  513  -514  1993/07
• Cooperative Researches on WR-PC Construction Method -- Lateral Loading Test of Wall Frame : Part2 Deformation characteristics and Analytical Results

  MAETANI Hiroyuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1993-  515  -516  1993/07
• 2011 Damage Mechanism in Shear Band under Low Triaxial Compressive Stress : Part 2 Numerical Model on Damage Mechanism

  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
• 2010 Damage Mechanism in Shear Band under Low Triaxial Compressive Stress : Part 1 Mohr-Coulomb's Failure Criterion and Final Stable Condition

  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
• 2005 An Experimental Study on Mechanical Anchorage in External Beam-column Joints of R/CFrames

  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
• RC外部はり柱接合部のはり主筋の機械式定着強度実験式の提案

  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
• 2008 Experiments on Fracture Behavior of Plain Concrete under Low Tri-Axial Compressive Stress after Peak Stress

  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 Stress

  Proceedings 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 Joints

  Proceedings of the Japan Concrete Institute  15-  (2)  153  -158  1993
• Experimental Study of Shear Capacity of Reinforced Masonry Wall : Test of Masonry Wall by Casting Joint Method

  Fukuda Mikio; Kubota Toshiyuki; Murakami Masahide  Journal of the Faculty of Science and Technology, Kinki University  28-  241  -246  1992/09
• Development on High Strength Reinforcement of Electric Furnace : Part 5. Shear Capacity of Reinforced Concrete Columns

  KUBOTA Toshiyuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1992-  503  -504  1992/08
• The Experimental Study on Mechanical Anchorage in External Beam-column Joints of R/C Frames : Part 2 Discussion on Shear Corn Failure and Shear Failure

  KADONO Akira  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1992-  911  -912  1992/08
• A study on Deteriration Mechanism of Confined Concrete after Peak Stress : Shear deterioration Mechanism on Crack Surface

  NISHINO Kazuya  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1992-  1035  -1036  1992/08
• Experimental Study of Shear Strength of Reinforced Masonry Walls Test of Masonry Walls by Casting Joint Method

  FUKUDA Mikio  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1992-  1961  -1962  1992/08
• 2007 The Experimental Study on Mechanical Anchorage in External Beam-column Joints of R/C Frames

  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
• 2001 A study on Deterioration Mechanism of Confined Concrete after peak stress : Outline of tri-axial compressive tests

  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
• 高強度材料を用いたRC構造物のはり主筋の機械式定着に関する実験(その1, その2)

  村上雅英  日本建築学会大会学術講演梗概集  909  -912  1992
• The Predicting Method on the Capacity of a Double Layer 90-deg. Hooked Bar Anchorage and the Improvement Method

  MURAKAMI Masahide; KUBOTA Toshiyuki  Proceedings of the Japan Concrete Institute  14-  (2)  87  -92  1992
• 鉄筋コンクリート2層骨組のオンライン地震応答実験(構造)(近畿支部)(1990年度支部研究発表梗概)

  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
• Improvement of Capacity on 90-deg. Hooked Bar Anchorage

  MURAKAMI Masahide  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1991-  379  -380  1991/08
• Suggested Concept for Compressive Capacity of Masonry Prisms

  HIRAMATSU Michiaki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1991-  1755  -1756  1991/08
• Experimental Study on Slip Behavoir at Horizontal joint of Precast Concrete Panel Structures

  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 Bars

  Proceedings of the Japan Concrete Institute  13-  (2)  1991
• オンライン地震応答実験システムの検証実験 : 構造 : 近畿支部

  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
• 圧縮カを受ける組積プリズムの力学的挙動に関する理論的研究 : 構造 : 近畿支部

  村上 雅英; 窪田 敏行  建築雑誌. 建築年報  1990-  110  -110  1990/09
• Actuator-Computer On-Line Test of Two-Story RC Frames

  Shimadzue Mari  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1990-  1031  -1032  1990/09
• Factors Which Affect on Anchorage in Exterior RC Joint with High Strength Concrete

  Kawakami Shuji  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1990-  403  -404  1990/09
• A Study on Development Mechanism of Compressive Strength of Masonry Prisms

  HIRAMATSU Mchiaki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1990-  65  -66  1990/09
• 2121 Actuator-Computer On-Line Test of Two-Story Reinforced Concrete Frames

  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
• 2083 Factors Which Affect on Anchorage in Exterior RC Joint with High Strength Concrete

  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
• 1070 A Study on Development Mechanism of Compressive Strength of Masonry Prisms

  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 Units

  Proceedings of the Japan Concrete Institute  12-  (2)  1990
• A Theoretical Study on Failure Behaviors of Masonry Prisms under Compression : FEM Analises and Approximation Method Analises

  MURAKAMI Masahide  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1989-  1683  -1684  1989/09
• U. S. -JAPAN COORDINATED EARTHQUAKE RESEARCH PROGRAM ON REINFORCED MASONRY BUILDINGS (72) : Seismic Capacity of Reinforced Masonry Walls and Beams : Part26. Effect of Lap Joint of Reinforcement on Flexural walls

  KUBOTA Toshiyuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1989-  1691  -1692  1989/09
• Experimental Studies on Behavior of Concrete Reinforced with Carbon Fiber Reinforced Plastic Bars : (2) Bending Tests of One-way Slabs

  FUKUDA Mikio  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1989-  143  -144  1989/09
• Verification of On-line Response Testing System by One-Mass Model

  SHIMADZUE Mari  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1989-  649  -650  1989/09
• 2049 A Theoretical Study on Failure Behaviors of Masonry Prisms under Compression : FEM Analises and Approximation Method Analises

  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
• 2136 Verification of On-line Response Testing System

  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 Compression

  Proceedings of the Japan Concrete Institute  11-  (2)  1989
• An Experimental Study of Failure Behavior of masonry Prisms Made of Concrete Blocks under Compression

  Proceedings of the Japan Concrete Institute  11-  (2)  1989
• AN EXPERIMENTA STUDY ON COMPRESSIVE STRENGTH OF BRICK PRISMS : Part 2 Consideration of Valid for Suggested Equation

  MURAKAMI MASAHIDE  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1988-  1199  -1200  1988/09
• AN EXPERIMENTA STUDY ON COMPRESSIVE STRENGTH OF BRICK PRISMS : Part 1 Estimation of Compressive Strength on Prisms Reinforced with Steel Bars in the Direction of Thickness

  NISHIMURA YASUHIRO  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1988-  1197  -1198  1988/09
• Experimental Sutudies on Behavior of Concrete Reinforced with Carbon Fiber Reinforced Plastic Bars : (1) Anchorage Tests and Simple Beam Tests

  FUKUDA Mikio  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1988-  823  -824  1988/09
• Experimental Studies on Behavior of Concrete Reinforced with Carbon Fiber Reinforced Plastic Bars : Anchorage Test and Simple Beam Tests

  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 Prisms

  Proceedings of the Japan Concrete Institute  10-  (2)  1988
• An Analytical Study on Earthquake Responses of Multi-Storied Frame Structures with Tall First Story

  Murakami Masahide; Kubota Toshiyuki; Esaka Masaki  Journal of the Faculty of Science and Technology, Kinki University  23-  253  -260  1987/09
• EXPERIMENTAL STUDY ON REINFORCED BRICK WALL SUBJECTED TO HORIZONTAL LOAD PART3

  KAMOGAWA Naomasa  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1987-  749  -750  1987/08
• U.S.-JAPAN COORDINATED EARTHQUAKE RESEARCH PROGRAM ON REINFORCED MASONRY BUILDINGS (36) : Seismic Capacity of Reinforced Masonry Walls and Beams : Part 19. Deformation Capacity of Concrete Block Masonry Walls (2)

  IMANISHI Tatsuya  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1987-  767  -768  1987/08
• U.S.-JAPAN COORDINATED EARTHQUAKE RESEARCH PROGRAM ON REINFORCED MASONRY BUILDINGS (40) : Compressive Strength of Brick Prisms

  KUBOTA Toshiyuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1987-  775  -776  1987/08
• An Analytical Study on Earthquake Responses of Frame Structure Influenced by Height of 1st Story : Seismic Performance of R/C High-Rise Frame Structure with Wall Columns

  MURAKAMI Masahide  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1987-  271  -272  1987/08
• 鉄筋コンクリート柱の終局時の破壊性状に関する研究(構造,学位論文要旨)

  村上 雅英  建築雑誌. 建築年報  1986-  47  -47  1986/12
• A Study on Axial Deformation Behavior of R/C Columns

  MURAKAMI Masahide  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1986-  355  -356  1986/07
• 変位履歴の相違が曲げ降伏するRC柱の破壊性状に与える影響

  コンクリート工学「論文」  24-  (5)  1986
• A Study on Influence of Different Loading Histories to Failure Behavior of R/C Columns Yielding by Flexure

  Concrete Journal  24-  (5)  1986
• An Influence of Loading Programs on Seismic Behaivors of R/C Members : Outline of Experiments : Studies on Behaviors of R/C Members with Mechanical Spliced. : Part3

  SAITO Hitoshi  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II  1985-  559  -560  1985/09
• An Influence of Loading Programs on Seismic Behaivors of R/C Members : Consideration of Results : Studies on Behaviors of R/C Members with Mechanical Spliced. : Part4

  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
• A THEORETICAL STUDY ON LATERAL EXPANSION OF R/C COLUMNS AFTER YIELDING BY SHEAR

  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 SHEAR

  Journal of Structural and Construction Engineering (Trans. of AIJ)  356-  1985
• A Theoretical Study on Lateral Expansion of R/C Columns after Yielding by Shear : National Project Development of Seismic Repair Techniques for Reinforced Concrete Structures -Part 20-

  IMAI Hirosi  学術講演梗概集. 構造系  59-  2153  -2154  1984/09
• An Experimental Study on Lateral Expansion of R/C Columns after Yielding by Shear : National Project Development of Seismic Repair Techniques for Reinforced Concrete Structures -Part 21-

  MURAKAMI Masahide  学術講演梗概集. 構造系  59-  2155  -2156  1984/09
• エネルギ-吸収性状からみた鉄筋コンクリート造柱の破壊性状の定量化に関する研究

  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 Absorption

  Concrete Journal  22-  (2)  1984
• An Experimental Study on Properties of R/C Column Before and After Repairing (Properties of Deterioration and Absorbed Energy) : National Project Development of Seismic Repair Techniques for Reinforced Concrete Structures・Part 7

  KIMURA Hideo  学術講演梗概集. 構造系  58-  2185  -2186  1983/09
• An Experimental Study on Properties of R/C Column Before and After Repairing(Results and Considerations) : National Project・Development of Seismic Repair Techniques for Reinforced Concrete Structures・Part 8

  MURAKAMI Masahide  学術講演梗概集. 構造系  58-  2187  -2188  1983/09
• An Experimental Study on Properties of R/C Column Before and After Repairing (Outline of Experiments.) : National Project・Development of Seismic Repair Techniques for Reinforced Concrete Structures, Part 6

  Pan Wen Ho  学術講演梗概集. 構造系  58-  2183  -2184  1983/09
• プレキャストRCはり積層構法による架構に関する研究 : その1 構法と研究計画

  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
• プレキャストRCはり積層構法による架構に関する研究 : その3構面実験

  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
• プレキャストRCはり積層構法による架構に関する研究 : その2 部材実験

  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
• 型枠コンクリートブロック造耐震壁に関する実験的研究

  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
• 型枠コンクリートブロックを用いた布基礎に関する研究 : その2・型枠CB造とRC造のはりの曲げ性状の比較

  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

Awards & Honors

• 2018/05 Architectural Institute of Japan Prize of AIJ
   木質構造における各種面的な耐力要素の面内せん断抵抗機構の解明と構造計算法の確立に関する一連の研究 

  受賞者: MURAKAMI Masahide
• 1997 平成9年度コンクリート工学協会論文賞
   JPN
• 1992 第14回コンクリート工学年次講演会優秀講演賞
   JPN

Research Grants & Projects

• Experimental investigation on influence of different specification on structural performance of mud walls based on lateral load carrying mechanism

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research

  Date (from‐to) : 2004 -2006 

  Author : MURAKAMI Masahide

   

  The 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.
• DEVELOPMENT OF QUASI-FIREPROOF BUILDINGS BY WOODEN POST & BEAM CONSTRUCTION

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research

  Date (from‐to) : 2004 -2006 

  Author : HASEMI Yuji; KOSHIISHI Naoyuki; MURAKAMI Masahide; HATA Toshimitsu

   

  Engineering 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.
• Full-Scale Dynamic Experimental Inspection of Fundamental Techniques Creating Near Future Type of Traditional Wooden Construction Sustainable to Earthquakes.

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research

  Date (from‐to) : 2001 -2003 

  Author : 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
• 柔かい床剛性を考慮した木造住宅の大地震時のねじれ挙動の評価法の提案

  日本学術振興会：科学研究費助成事業

  Date (from‐to) : 1999 -2000 

  Author : 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。
• 木造住宅群の耐震性能評価と耐震補強に関する研究

  日本学術振興会：科学研究費助成事業

  Date (from‐to) : 1999 -1999 

  Author : 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。
• 木造軸組構造建物の耐震性能と補強効果の定量的評価

  日本学術振興会：科学研究費助成事業

  Date (from‐to) : 1997 -1997 

  Author : 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。
• 阪神・淡路大震災における木造建物被害の解明と耐震対策

  日本学術振興会：科学研究費助成事業

  Date (from‐to) : 1996 -1996 

  Author : 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。
• 接合部に機械式定着したはり主筋の定着性能の解明と定着設計法の提案

  日本学術振興会：科学研究費助成事業

  Date (from‐to) : 1995 -1995 

  Author : 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。
• 3軸圧縮応力を受けたコンクリートの破壊進行領域の可視化とその定量的評価

  日本学術振興会：科学研究費助成事業

  Date (from‐to) : 1994 -1994 

  Author : 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

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