KINDAI UNIVERSITY


*A space between the first name and last name, please enter

Kazuaki Tsuda

Profile

FacultyDepartment of Architecture and Design / Graduate School of Industory
PositionProfessor
Degree
Commentator Guidehttps://www.kindai.ac.jp/meikan/1132-tsuda-kazuaki.html
URL
Mail
Last Updated :2019/04/22

Research Activities

Research Areas

  • Architecture and building engineering, Building structures/materials

Research Interests

  • structure, reinforced concrete, shear wall

Misc

  • 鉄筋コンクリート造柱・梁のせん断終局強度算定法に関する研究, 中尾駿一, 津田和明, 日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM), 2015, ROMBUNNO.23224,   2015 07 20 , http://jglobal.jst.go.jp/detail.php?from=API&JGLOBAL_ID=201502201696971175
  • 頭付きスタッドのせん断の復元力特性評価法に関する研究, 岩本周晃, 津田和明, 日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM), 2015, ROMBUNNO.22686,   2015 07 20 , http://jglobal.jst.go.jp/detail.php?from=API&JGLOBAL_ID=201502207751698805
  • 鉄筋コンクリート造有開口耐震壁の曲げ挙動の変動傾向に関する研究, 津田和明, 萩尾浩也, 日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM), 2015, ROMBUNNO.23160,   2015 07 20 , http://jglobal.jst.go.jp/detail.php?from=API&JGLOBAL_ID=201502221406574497
  • 鉄筋コンクリート造柱・梁のせん断終局強度算定法に関する研究, 中尾駿一, 津田和明, コンクリート工学年次論文集(CD-ROM), 37, ROMBUNNO.2035,   2015 06 15 , http://jglobal.jst.go.jp/detail.php?from=API&JGLOBAL_ID=201602205230669684
  • 鉄筋コンクリート造有開口耐震壁の曲げ挙動に関する研究, 津田和明, 萩尾浩也, コンクリート工学年次論文集(CD-ROM), 37, ROMBUNNO.2063,   2015 06 15 , http://jglobal.jst.go.jp/detail.php?from=API&JGLOBAL_ID=201602218489672440
  • A STUDY ON THE CALCULATION METHOD FOR FLEXURAL BEHAVIOR OF UNBONDED PRE-STRESSED CONCRETE BEAM, 津田和明, 日本建築学会構造系論文集, 80, 710, 659, 668,   2015 04 30 , 10.3130/aijs.80.659, http://jglobal.jst.go.jp/detail.php?from=API&JGLOBAL_ID=201502235021350024
    Summary: The calculation method for the flexural ultimate strength and moment–rotation angle relationship of pre-stressed concrete beam were developed by theoretical approach.
     The summary of these methods is following;
     1. The flexural ultimate strength is decided by compressive strength of cover or core concrete.
     2. The increase of compressive strength of core concrete by stirrup is considered.
     3. The rotation angle is calculated with considering concrete compressive strain at critical section, tensile strain of tension bar and elastic deflection of beam.
     The calculated results by these methods corresponded well to the previous experimental results.
  • 鉄筋コンクリート造無開口耐震壁の損傷限界と安全限界変形算定法の検討, 津田和明, 日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM), 2014, ROMBUNNO.23170,   2014 07 20 , http://jglobal.jst.go.jp/detail.php?from=API&JGLOBAL_ID=201402266658438362
  • 23170 A Study on the Evaluation Method for Damage and Safety Limit Deflection of RC Shear Walls, TSUDA Kazuaki, Summaries of technical papers of annual meeting, 2014, 0, 339, 340,   2014 09 12 , http://ci.nii.ac.jp/naid/110009853782
  • 23049 A Study on the Evaluating Method for Flexural Strength of Shear Walls, TSUDA Kazuaki, HAGIO Hiroya, Summaries of technical papers of annual meeting, 2013, 0, 111, 112,   2013 08 30 , http://ci.nii.ac.jp/naid/110009681114
  • 23431 Experimental Study on RC Frame and PC Frames with damping devices under Multiple Cyclic Loading : (Part1) Outline of Experimental Study, OKAYASU Takashi, TSUDA Kazuaki, FUJIMOTO Toshiaki, HANZAWA Tetsuya, KATSURA Daisuke, IWABUCHI Kazunori, SUGIMOTO Kuniyoshi, TAKENAKA Hiroyuki, Summaries of technical papers of annual meeting, 2013, 0, 875, 876,   2013 08 30 , http://ci.nii.ac.jp/naid/110009681496
  • 多数回繰り返し加力を受ける制振装置付き骨組実験(その2)実験結果, 竹中啓之, 福井剛, 津田和明, 半澤徹也, 桂大輔, 岩渕一徳, 杉本訓祥, 佐野剛志, 日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM), 2013, ROMBUNNO.23432,   2013 07 20 , http://jglobal.jst.go.jp/detail.php?from=API&JGLOBAL_ID=201302217234469766
  • 23432 Experimental Study on RC Frame and PC Frames with damping devices under Multiple Cyclic Loading : (Part2) Results of Experimental Study, TAKENAKA Hiroyuki, Fukui Tsuyoshi, TSUDA Kazuaki, HANZAWA Tetsuya, KATSURA Daisuke, IWABUCHI Kazunori, SUGIMOTO Kuniyoshi, SANO Takeshi, Summaries of technical papers of annual meeting, 2013, 0, 877, 878,   2013 08 30 , http://ci.nii.ac.jp/naid/110009681497
  • 多数回繰り返し加力を受ける制振装置付き骨組実験(その1)実験概要, 岡安隆史, 津田和明, 藤本利昭, 半澤徹也, 桂大輔, 岩渕一徳, 杉本訓祥, 竹中啓之, 日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM), 2013, ROMBUNNO.23431,   2013 07 20 , http://jglobal.jst.go.jp/detail.php?from=API&JGLOBAL_ID=201302250428655410
  • 鉄筋コンクリート造無開口耐震壁の曲げ終局モーメントに関する一考察, 津田和明, 萩尾浩也, 日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM), 2013, ROMBUNNO.23049,   2013 07 20 , http://jglobal.jst.go.jp/detail.php?from=API&JGLOBAL_ID=201302266314670072
  • PERFORMANCE VERIFICATION THROUGH FULL-SCALE STATIC LOADING TESTS FOR A STRUCTURAL SYSTEM USING HIGH STRENGTH STEEL, NAKAI Masayoshi, TSUDA Kazuaki, MASE Shinji, NARIHARA Hiroyuki, OKAYASU Takashi, ASAI Hidekatsu, SUZUKI Yousuke, J. Struct. Constr. Eng., 78, 687, 1007, 1016,   2013 , 10.3130/aijs.78.1007, http://ci.nii.ac.jp/naid/130004508284
    Summary:This paper summarizes the results of static loading tests conducted for a full-scale, four-storied frame structure. The structure was composed of high-strength steel, H-SA700, and designed based on the separately proposed performance-based method intending damage-free structures even under extreme earthquakes. Loading history, in a form of enforced displacement at each story, was determined through response analyses. Test results showed that the structure would remain elastic under earthquakes of JMA seismic intensity 7, indicating the adequacy of the design method. Reusability of the structural components was also confirmed by visual and dimensional checking.
  • 23268 Study on the Minimum Volume of Steel Bar of Shear Walls, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2011, 561, 562,   2011 07 20 , http://ci.nii.ac.jp/naid/110009520064
  • 23363 Static Loading Test of RC Frames Subjected to Many Cyclic Loads, SUGIMOTO Kuniyoshi, TSUDA Kazuaki, KATSUMATA Hideo, FUKUYAMA Hiroshi, SAITO Taiki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2011, 751, 752,   2011 07 20 , http://ci.nii.ac.jp/naid/110009520159
  • 23180 A Study on the Ductility of Shear Walls, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2010, 0, 385, 386,   2010 07 20 , http://ci.nii.ac.jp/naid/110008110684
  • 23366 Preliminary Study on RC Structural Loading Tests Subjected to Many Cyclic Loads : An Investivgation of Members of High-Rise RC Buildings, KATSUMATA Hideo, SUGIMOTO Kuniyoshi, TSUDA Kazuaki, FUKUYAMA Hiroshi, SAITO Daiki, SHIOHARA Hitoshi, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2011, 757, 758,   2011 07 20 , http://ci.nii.ac.jp/naid/110009520162
  • 20224 Static Axial Tensile and Compressive Load Tests of Nodular Diaphragm Wall Supporting High-rise Tower : (Part 5) Simulation Analysis by FEM, SUZUKI Naoko, SAHARA Mamoru, TSUDA Kazuaki, WACHI Yasuharu, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures, 2009, 0, 447, 448,   2009 07 20 , http://ci.nii.ac.jp/naid/110007978209
  • 22365 Experimental Results of Actual-size Model Structure : Utilizing Super High Strength Steel : Part 1:Test Plan, ASAI Hidekatsu, TSUDA Kazuaki, KAWAMURA Haruo, NAKAI Masayoshi, SUZUKI Yosuke, WATANABE Hidehito, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2009, 0, 729, 730,   2009 07 20 , http://ci.nii.ac.jp/naid/110007979370
  • 23229 Analytical Study on Shear Behavior of Shear Walls, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2009, 0, 479, 480,   2009 07 20 , http://ci.nii.ac.jp/naid/110007979862
  • 3080 Fire Resistance Performance of Full-Scale RC Columns Using High Strength Concrete, NIWA Hironori, ICHISE Ken-ichi, TSUDA Kazuaki, NAGANUMA Kazuhiro, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology, 2009, 0, 173, 174,   2009 07 20 , http://ci.nii.ac.jp/naid/110007984071
  • AXIAL FORCE TRANSFER MECHANISM FROM STEEL COLUMN TO REINFORCED CONCRETE PILE, SUGIMOTO Kuniyoshi, TSUDA Kazuaki, WADA Yasuhiro, GOKAN Shokichi, Journal of structural and construction engineering. Transactions of AIJ, 73, 630, 1393, 1399,   2008 08 30 , 10.3130/aijs.73.1393, http://ci.nii.ac.jp/naid/110006865209
    Summary:Steel columns embedded in reinforced concrete pile support live load under construction in the top-down construction method. Axial force supported by steel columns is transferred to reinforced concrete pile by shear resistance of stud connectors and bond resistance between steel and concrete. This paper describes transfer mechanism of axial force from steel columns to reinforced concrete pile. Based on the experimental results, parametric studies by FEM are conducted. Evaluation methods of axial strength and shear force distribution of stud connectors are proposed. The proposed methods are ...
  • 20285 Static Axial Reciprocal and Tensile Load Tests of Single Cast-in-place Concrete Nodular Piles : -Part 2- Results of Static Axial Reciprocal Load Test, NISHIYAMA Takashi, MORIWAKI Tomio, EMURA Masaru, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures, 2008, 0, 569, 570,   2008 07 20 , http://ci.nii.ac.jp/naid/110007063368
  • 3120 Fire Resistance Performance of High Strength RC Columns : Part 2. Result of Fire Resistance Tests, SEGAWA Hirofumi, NIWA Hironori, ICHISE Ken-ichi, TSUDA Kazuaki, NAGANUMA Kazuhiro, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology, 2008, 0, 255, 256,   2008 07 20 , http://ci.nii.ac.jp/naid/110007064243
  • Study on structural performance of RC beam with plural openings, 米澤 健次, 津田 和明, 小宮 信明, Proceedings of the Japan Concrete Institute, 30, 3, 259, 264,   2008 07 30 , http://ci.nii.ac.jp/naid/110009697785
    Summary:一般にRC梁に設ける開口の大きさは,開口径が梁せい(D)の1/3以下が望ましいとされているが,某建物において,径が1/3D以上となる大開口を材端部に複数有するRC梁が計画された。そこで,当該梁の構造性能の確認,及びせん断耐力の把握を目的に実験とFEM解析を行った。その実験と解析の結果を基に部材内部の応力状態を考察し,開口径が1/3Dを超える場合においても,入力せん断応力度レベルによっては優れた構造性能を有することを確認した。
  • 3119 Fire Resistance Performance of High Strength RC Columns : Part 1. Outline of Fire Resistance Test under Load, NIWA Hironori, SEGAWA Hirofumi, ICHISE Ken-ichi, TSUDA Kazuaki, NAGANUMA Kazuhiro, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology, 2008, 0, 253, 254,   2008 07 20 , http://ci.nii.ac.jp/naid/110007064246
  • A study on shear transfer with joint bars or studs, 津田 和明, Proceedings of the Japan Concrete Institute, 30, 3, 583, 588,   2008 07 30 , http://ci.nii.ac.jp/naid/110009697839
    Summary:接合鉄筋およびスタッドによりせん断伝達を行う場合のせん断力〜すべり変位関係の半理論的算定方法を考案し,同手法を用いてパラメトリックスタディーを行い,現設計手法に関して考察を行った。その結果,現設計手法で用いている終局強度算定式では,場合によっては強度を高めに算定すること,また,算定強度が妥当であっても,その強度発揮時のすべり変位がかなり大きくなる場合があることが分った。特にスタッドを用いる場合には,スタッドがF値を有しないことが大きな問題であることを指摘した。
  • 23090 A Consideration of Shear Transfer with Joint Bars, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2008, 0, 229, 230,   2008 07 20 , http://ci.nii.ac.jp/naid/110007104312
  • Flexural performance of RC columns using ultra high strength concrete, 杉本 訓祥, 米澤 健次, 津田 和明, 長沼 一洋, Proceedings of the Japan Concrete Institute, 30, 3, 613, 618,   2008 07 30 , http://ci.nii.ac.jp/naid/110009697844
    Summary:超高強度コンクリートを用いたRC柱部材に特有のかぶりの損傷と,一時的で急激な耐力低下現象を検証するため,既往のRC柱部材実験を対象としてFEM解析を実施した。圧縮強度を100N/mm^2から150N/mm^2程度まで変動させたRC柱部材実験では,100N/mm^2程度までは従来強度と同様の挙動を示しているが,これより高い強度の場合ほど,圧壊に伴う耐力低下現象が顕著となる。対象とした実験範囲では,FEM解析でも実験と同様の傾向が現れていることが確認され,解析においてかぶり部分のコンクリートの特性を適切に表現することで,150N/mm^2級のコンクリートへも既往のFEM解析手法が適用可能であることを示した。
  • 22624 A Consideration of Shear Transfer between Steel Plates and Concrete with Studs, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2007, 0, 1247, 1248,   2007 07 31 , http://ci.nii.ac.jp/naid/110006671816
  • 23003 Evaluation of Restoring Force Characteristics of RC Column Using Ultra High Strength Concrete, SUGIMOTO Kuniyoshi, MASUDA Yasuhiko, TSUDA Kazuaki, NAGANUMA Kazuhiro, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2007, 0, 9, 12,   2007 07 31 , http://ci.nii.ac.jp/naid/110006672383
  • 20271 Experimental Study on Axial Force Transmission from Steel Column to Reinforced Concrete Pile Head, WADA Yasuhiro, GOKAN Shokichi, TSUDA Kazuaki, SUGIMOTO Kuniyoshii, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures, 2007, 0, 541, 542,   2007 07 31 , http://ci.nii.ac.jp/naid/110006741670
  • A study on shear transfer with joint bars or studs, Proceedings of the Japan Concrete Institute, 30, 3, 583, 588,   2008 , http://ci.nii.ac.jp/naid/40016230698
  • Flexural performance of RC columns using ultra high strength concrete, Proceedings of the Japan Concrete Institute, 30, 3, 613, 618,   2008 , http://ci.nii.ac.jp/naid/40016230703
  • Evaluation System for Earthquake Resistant Performance of Reinforced Concrete Buildings, SUGIMOTO K., TSUDA K., ICHIKAWA K., KAWABATA T., Concrete Journal, 44, 4, 19, 25,   2006 04 01 , 10.3151/coj1975.44.4_19, http://ci.nii.ac.jp/naid/10016746090
    Summary:This paper describes about a performance evaluation system for earthquake resistant RC structures. The system was developed by adding a damage evaluation process to the nonlinear frame analysis program "DREAM-3D", and the analytical results were applicable showing damage extension on post program. Crack width is used as an index of damage. The analysis with the system calculates the crack width of each member. Experiments were executed to verify the proposed process. The calculation results corresponded well with the experimental ones. Additionally, frame analysis was executed for an existing 5 story building using the system, and damage extension was clearly visible.
  • 20292 Static Axial Reciprocal Load Test of Single Cast-in-place Concrete Nodular Piles : -Part 3- Simulation Analyses for Test Results, SEKI Takao, TSUDA Kazuaki, GOKAN Syokichi, CHATANI Fumio, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures, 2005, 0, 583, 584,   2005 07 31 , http://ci.nii.ac.jp/naid/110007062433
  • 21556 Study on Design Methodology of Shear Stud for SC Structure : Part 1 Design Methodology of Shear Stud, AKIYAMA Kazunori, KAWASATO Takeshi, KAWASHIMA Masaki, AKITA Shodo, TSUDA Kazuaki, OKUTANI Tetsuya, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2005, 1111, 1112,   2005 07 31 , http://ci.nii.ac.jp/naid/110007065937
  • 23090 A Study on Earthquake Resistant Behavior of RC Structure using Ultra High Strength Concrete : Part 3: Bending Shear Test on RC Column, SUGIMOTO Kuniyoshi, MASUDA Yasuhiko, TSUDA Kazuaki, ETO Hiroaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2005, 0, 179, 180,   2005 07 31 , http://ci.nii.ac.jp/naid/110007103233
  • 23349 Evaluation Method for the Earthquake Resistant Performance of RC Buildings : Part 5 Evaluation System for the Earthquake Resistant Performance, TSUDA Kazuaki, SUGIMOTO Kuniyoshi, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2005, 0, 697, 698,   2005 07 31 , http://ci.nii.ac.jp/naid/110007103411
  • BEnding Shear Test on RC Columns using Ultra High Strength Concrete, SUGIMOTO Kuniyoshi, MASUDA Yasuhiko, TSUDA Kazuaki, NAGANUMA Kazuhiro, Proceedings of the Japan Concrete Institute, 29, 3, 541, 546,   2007 07 30 , http://ci.nii.ac.jp/naid/110009697196
    Summary:圧糊鍍150N/mm^2級コンクリートを用いたRC柱部材の曲げせん断実験を実施し,超高強度コンクリートを用いたRC柱部材に特有のかぶりの損傷と,一時的で急激な耐力低下現象を確認した。また,外殻プレキャストを用いることで,この現象を防止できることを確認するとともに,コアコンクリートの圧縮強度の違いが耐力低下現象に及ぼす影響を明らかにした。
  • 20336 A Development of the High Srength Joint System for the Wall Foundations : Part 5 Structural Performance Proving Test Results, MIZUMOTO Minoru, YOKOYAMA Tomoshi, YAMANAKA Masayuki, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures, 2004, 671, 672,   2004 07 31 , http://ci.nii.ac.jp/naid/110007061823
  • EVALUATION METHOD FOR THE FLEXURAL AND SHEAR CRACK WIDTH OF THE REINFORCED CONCRETE MULTI-STORY SHEAR WALLS : A study on the evaluation method for the earthquake resistant performance of the reinforced concrete multi-story shear walls (Part2), TSUDA Kazuaki, SUGIMOTO Kuniyoshi, ETO Hiroaki, Journal of structural and construction engineering. Transactions of AIJ, 0, 575, 97, 104,   2004 01 30 , 10.3130/aijs.69.97, http://ci.nii.ac.jp/naid/110004092451
    Summary:For the design based on the performance, the evaluation method for the earthquake resistant performance of the reinforced concrete multi-shear walls is being developed. In this paper, the evaluation method for the flexural and shear crack width of the multi-story shear walls, which is originally developed using some .previous methods is described. The main characteristics of this method are following ; 1) the flexural crack width is calculated using the calculating result of the flexual deformation which is calculated by the proposed method. 2) the shear crack width is calculated using the ...
  • 20335 A Development of the High Srength Joint System for the Wall Foundations : Part 4 Structural Performance Proving Test Plan, HIRATA Masami, SATO Masahiro, YAMANAKA Masayuki, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures, 2004, 669, 670,   2004 07 31 , http://ci.nii.ac.jp/naid/110007061826
  • EVALUATION METHOD FOR THE RESTORING FORCE CHARACTERISTIC OF THE REINFORCED CONCRETE MULTI-STORY SHEAR WALLS : A study on the evaluation method for the earthquake resistant performance of the reinforced concrete multi-story shear walls (Part 1), TSUDA Kazuaki, ETO Hiroaki, Journal of structural and construction engineering. Transactions of AIJ, 0, 569, 97, 104,   2003 07 30 , 10.3130/aijs.68.97_2, http://ci.nii.ac.jp/naid/110004092055
    Summary:For the design based on the performance, the evaluation method for the earthquake resistant performance of the reinforced concrete multi-shear walls is being developed. In this paper, the evaluation method for the restoring characteristic of the multi-story shear walls, which is developed originally is described. The main characteristics of this method are following; 1) the whole deformation consists of the bending deformation and the shear deformation. 2) the evaluation method for the shear deformation is based on the truss theory which considers the normal force, the restraint effect by t...
  • 23157 Evaluation Method for the Earthquake Resistant Performance of RC Buildings : Part 4 Evaluation Method for the Shear Crack Width of Shear Walls with Opening, TSUDA Kazuaki, HAGIO Hiroya, ETO Hiroaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2004, 0, 313, 314,   2004 07 31 , http://ci.nii.ac.jp/naid/110007102523
  • Study on Compressive Property of Ultra High Strength Confined Concrete, ANABUKI Takuya, YONEZAWA Kenji, TSUDA Kazuaki, NAGANUMA Kazuhiro, Proceedings of the Japan Concrete Institute, 29, 3, 565, 570,   2007 07 30 , http://ci.nii.ac.jp/naid/110009697200
    Summary:一軸圧縮強度が100MPaを超える超高強度コンクリートを用いて,鋼管で横拘束した状態で軸方向圧縮試験を行った。三軸圧縮下における破壊基準の適合性を検討したところ,既往の提案モデルを用いると,特に拘束力が高いほど実験結果を過大評価する傾向にあることが分かった。また,圧縮応力下におけるボアソン効果の非線形性を考慮する既往の評価式を用いたFEM解析との比較から,コンクリート強度が高いものほど,また,拘束応力が大きいものほど,ボアソン効果の非線形性は現れにくいことがわかった。
  • 1102 Seismic Tests for Preventive Methods of Tilework Fall-off : Part 5 Seismic Resistance Capacity after Repairing Delamination, MITANI Hitofusa, OGAWA Haruka, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2003, 0, 203, 204,   2003 07 30 , http://ci.nii.ac.jp/naid/110006597632
  • Bending shear test on RC columns using ultra high strength concrete, Proceedings of the Japan Concrete Institute, 29, 3, 541, 546,   2007 , http://ci.nii.ac.jp/naid/40016209546
  • 21514 A Study on the Structural Performance of SC Thick Walls : Part 1 Experiment of the SC Thick Wall, AKITA Shodo, KATO Asao, OKUTANI Tetsuya, SATOU Kunihiko, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2003, 1027, 1028,   2003 07 30 , http://ci.nii.ac.jp/naid/110006599717
  • 20198 A Development of the High Srength Joint System for the Wall Foundations : Part 3 Push-Off Tests of the Joint Surface, YOKOHAMA Tomoshi, TSUDA Kazuaki, SATO Masahiro, YAMANAKA Masayuki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures, 2003, 395, 396,   2003 07 30 , http://ci.nii.ac.jp/naid/110006600476
  • 20199 A Development of the High Srength Joint System for the Wall Foundations : Part 3 Calculation Method for the Shear Strength of the Joints, YAMANAKA Masayuki, TSUDA Kazuaki, SATO Masahiro, HIRATA Masami, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures, 2003, 397, 398,   2003 07 30 , http://ci.nii.ac.jp/naid/110006600477
  • 23072 Evaluation Method for the Earthquake Resistant Performance of RC Buildings : Part 2 Investigation of Experimental Results of Columns and Beams, SUGIMOTO Kuniyoshi, KASHIWASE Takako, TSUDA Kazuaki, ETO Hiroaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2003, 0, 143, 144,   2003 07 30 , http://ci.nii.ac.jp/naid/110006671907
  • 21476 Study on Design Methodology of Shear Stud for SC Structure : Part3 Direct Shear Experiment, KAWASHIMA Masaki, KAWASATO Takeshi, AKIYAMA Kazunori, OKUTANI Tetsuya, TSUDA Kazuaki, IKEUCHI Toshiyuki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2006, 951, 952,   2006 07 31 , http://ci.nii.ac.jp/naid/110006292063
  • 23141 Study on the Behavior of RC-Shear Walls under Tri-Directional Input Acceleration with a Three Dimensional Shaking Table : Part.3 Outline of Test Series and Test Results, KATSUMATA Hideo, SHIRAI Kazutaka, TSUDA Kazuaki, SEKI Matsutaro, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2003, 0, 281, 282,   2003 07 30 , http://ci.nii.ac.jp/naid/110006671976
  • 21477 Study on Design Methodology of Shear Stud for SC Structure : Part4 Relationship of Stud Shear Force and Displacement, AKIYAMA Kazunori, KAWASATO Takeshi, KAWASHIMA Masaki, OKUTANI Tetsuya, TSUDA Kazuaki, IKEUCHI Toshiyuki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2006, 953, 954,   2006 07 31 , http://ci.nii.ac.jp/naid/110006292064
  • 23142 Study on the Behavior of RC-Shear Walls under Tri-Directional Input Acceleration with a Three Dimensional Shaking Table : Part.4 Evaluation of Response Behavior, SHIRAI Kazutaka, KATSUMATA Hideo, TSUDA Kazuaki, SEKI Matsutaro, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2003, 0, 283, 284,   2003 07 30 , http://ci.nii.ac.jp/naid/110006671977
  • 21478 Study on Design Methodology of Shear Stud for SC Structure : Part5 Out-of-plane Shear Load Experiment, OKUTANI Tetsuya, AKIYAMA Kazunori, KAWASATO Takeshi, KAWASHIMA Masaki, IKEUCHI Toshiyuki, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2006, 955, 956,   2006 07 31 , http://ci.nii.ac.jp/naid/110006292065
  • 23238 A Study on the Ultimate Shear Strength of Reinforced Concrete Shear Walls, Tsuda Kazuaki, Eto Hiroaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 0, 2, 475, 476,   2002 08 02 , http://ci.nii.ac.jp/naid/110003742468
  • 23158 Evaluation Method for the Eartuquake Resistant Performance of RC Buildings : Part 3 A Study on the Existing Evaluation Method for the Restoring Force Characteristic of the Flexural Walls, TSUDA Kazuaki, SUGIMOTO Kuniyoshi, ETO Hiroaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2003, 0, 315, 316,   2003 07 30 , http://ci.nii.ac.jp/naid/110006671993
  • SEISMIC TEST ON METHODS OF PREVENTING TILEWORK FALL-OFF, OGAWA Haruka, MITANI Hitofusa, TSUDA Kazuaki, JINNO Manabu, KAWAGUCHI Toru, ETO Hiroaki, Journal of architecture and building science, 0, 14, 31, 36,   2001 12 20 , http://ci.nii.ac.jp/naid/110003798756
    Summary:Recently many new methods have been developed to prevent tilework fall-off. However, standard testing procedures have thus far not tried to determine the seismic resistance capacity of these methods. In this study, seismic tests were conducted using true-to-scale specimens of tile-covered walls in order to accurately determine the seismic resistance capacity of these methods. It has been concluded that, particularly, above a lst-story deformation angle of 1/250, a cyclic load leads to a loss of bonding strength. The seismic test also revealed differences in the performances of tiling method...
  • Study on the Seismic Resistance Capacity of Ceramic Tiling with a Three-dimensional Shaking Table Results of a Horizontal Uni-axial Vibration Test, MITANI Hitofusa, OGAWA Haruka, TSUDA Kazuaki, KATSUMATA Hideo, JINNO Manabu, 大会学術講演会研究発表論文集, 2001, 0, 125, 128,   2001 10 11 , http://ci.nii.ac.jp/naid/110002514288
  • Seismic Tests for Preventive Methods of Tilework Fall-off : Part3 Seismic Resistance Capacity after Delaminaton, OGAWA Haruka, TSUDA Kazuaki, MITANI Hitofusa, JINNO Manabu, 大会学術講演会研究発表論文集, 2001, 0, 129, 132,   2001 10 11 , http://ci.nii.ac.jp/naid/110002514289
  • Study on the Seismic Resistance Capacity of Ceramic Tiling with a Three-dimensional Shaking Table Part 1 Outline ot Tests, MITANI Hitofusa, OGAWA Haruka, TSUDA Kazuaki, KATSUMATA Hideo, JINNO Manabu, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2001, 0, 565, 566,   2001 07 31 , http://ci.nii.ac.jp/naid/110006438463
  • Study on the Seismic Resistance Capacity of Ceramic Tiling with a Three-dimensional Shaking Table Part 2 Results of a Horizontal Uni-dimensional Vibration Test, JINNO Manabu, MITANI Hitofusa, OGAWA Haruka, TSUDA Kazuaki, KATSUMATA Hideo, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2001, 0, 567, 568,   2001 07 31 , http://ci.nii.ac.jp/naid/110006438464
  • Seismic Tests for Preventive Methods of Tilework Fall-off Part 4 Seismic Resistance Capacity after Delamination, OGAWA Haruka, TSUDA Kazuaki, MITANI Hitofusa, JINNO Manabu, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2001, 0, 569, 570,   2001 07 31 , http://ci.nii.ac.jp/naid/110006438465
  • 21488 Study on Steel Plate Reinforce Concrete Structure : Part.8 Shear Tests of SC Shear Walls with joint bars, WADA Yasuhiro, TSUDA Kazuaki, ETO Hiroaki, TANOUCHI Kenji, NAKAYAMA Tatsuo, AOYAMA Hiroyuki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2001, 0, 975, 976,   2001 07 31 , http://ci.nii.ac.jp/naid/110006560841
  • 21489 Study on Steel Plate Reinforce Concrete Structure : Part.9 Evaluation Method for Shear Deflection of SC Shear Walls, KAWASHIMA Masaki, TSUDA Kazuaki, ETO Hiroaki, SHIMIZU Akira, NAKAYAMA Tatsuo, AOYAMA Hiroyuki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2001, 0, 977, 978,   2001 07 31 , http://ci.nii.ac.jp/naid/110006560842
  • 23290 Study on the Behavior of RC-Shear Walls under Tri-Directional Input Acceleration with a Three Dimensional Shaking Table : Part.1 Control System of Shaking Table and Test Plan, KATSUMATA Hideo, TSUDA Kazuaki, ETO Hiroaki, SEKI Matsutaro, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2001, 0, 579, 580,   2001 07 31 , http://ci.nii.ac.jp/naid/110006566512
  • 23291 Study on the Behavior of RC-Shear Walls under Tri-Directional Input Acceleration with a Three Dimensional Shaking Table : Part.2 Results of Uni-Dimensional (Horizontal) Vibration Test, TSUDA Kazuaki, KATSUMATA Hideo, ETO Hiroaki, SEKI Matsutaro, NAGANUMA Kazuhiro, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2001, 0, 581, 582,   2001 07 31 , http://ci.nii.ac.jp/naid/110006566514
  • Seismic Tests for Preventive Methods of Tilework Fall-off : Part 1 Outline of Tests and Failure Behavior of Concrete Members, OGAWA Haruka, TSUDA Kazuaki, MITANI Hitofusa, JINNO Manabu, 大会学術講演会研究発表論文集, 2000, 0, 85, 88,   2000 10 05 , http://ci.nii.ac.jp/naid/110002514322
  • Seismic Tests for Preventive Methods of Tilework Fall-off : Part 2 Crack and Delamination of Tiling, MITANI Hitofusa, OGAWA Haruka, TSUDA Kazuaki, JINNO Manabu, 大会学術講演会研究発表論文集, 2000, 0, 89, 92,   2000 10 05 , http://ci.nii.ac.jp/naid/110002514323
  • Seismic Proving Test for Concrete Containment Vessels(I. PCCV) : Part 15. Evaluation for Test Results by Easy Method, TAKEUCHI Yoshitaka, TSUDA Kazuaki, HATTORI Kiyoshi, SATO Kunihiko, AKIYAMA Hiroshi, TAKIGUCHI Katsumi, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2000, 1089, 1090,   2000 07 31 , http://ci.nii.ac.jp/naid/110004221821
  • Evaluation Method for Shear Strength of Multi Story Shear Walls, TSUDA Kazuaki, ETO Hiroaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2000, 0, 733, 734,   2000 07 31 , http://ci.nii.ac.jp/naid/110004222868
  • Seismic Tests for Prevenitive Methods of Tilework Fall-off : Part1 Outline of Tests, OGAWA Harika, TSUDA Kazuaki, MITANI Hitofusa, JINNO Manabu, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2000, 0, 181, 182,   2000 07 31 , http://ci.nii.ac.jp/naid/110004223131
  • Seismic Tests for Prevenitive Methods of Tilework Fall-off : Part2 Results of Seismic Tests, JINNO Manabu, OGAWA Haruka, TSUDA Kazuaki, MITANI Hitofusa, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2000, 0, 183, 184,   2000 07 31 , http://ci.nii.ac.jp/naid/110004223132
  • Seismic Proving Test for Concrete Containment Vessels. (I. PCCV) : Part 13. Evaluation for Test Results by Static Analyses., NAKAMURA Sususmu, TSUDA Kazuaki, TSURUMAKI Shizuo, SATOH Kunihiko, AKIYAMA Hiroshi, TAKIGUCHI Katsuki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 1999, 1197, 1198,   1999 07 30 , http://ci.nii.ac.jp/naid/110004218659
  • Evaluation method for relationship between shear force and deformation of shear walls : Part. 2 Basic plan for expanding evaluation method, TAKATA Kaori, TSUDA Kazuaki, 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, 0, 367, 368,   1999 07 30 , http://ci.nii.ac.jp/naid/110004219524
  • Seismic Tests for Prevenitive Methods of Tilework Fall-off : part3 Ratio of Crack and Delamination of Tiling, MITANI Hitofusa, OGAWA Haruka, TSUDA Kazuaki, JINNO Manabu, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2000, 0, 185, 186,   2000 07 31 , http://ci.nii.ac.jp/naid/110004223133
  • Evaluation method for relationship between shear force and deformation of shear walls : Part. 3 Evaluation method for restraining by frame, TSUDA Kazuaki, TAKATA Kaori, 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, 0, 369, 370,   1999 07 30 , http://ci.nii.ac.jp/naid/110004219525
  • EVALUATION METHOD FOR RELATIONSHIP BETWEEN SHEAR STRESS AND SHEAR STRAIN OF SHEAR PANELS : Evaluation method for relationship between shear force and deformation of shear walls (Part 1), TSUDA Kazuaki, Journal of structural and construction engineering. Transactions of AIJ, 0, 517, 125, 132,   1999 03 30 , 10.3130/aijs.64.125_1, http://ci.nii.ac.jp/naid/110004090807
    Summary:The object of this research is to develop an evaluation method for the relationship between shear force and deformation of shear walls. In this paper, an evaluation method for the relationship between shear stress and shear strain of shear panels is written. The summary of this method is following ; 1. The method is based on the truss theory. 2. The tension stiffening characteristic is considered. 3. Concrete compressive strength is reduced after cracking. 4. An unique evaluation method of the principal stress axis after cracking was originally developed. The analytical results by this meth...
  • Seismic Proving Test for Concrete Containment Vessles(I. PCCV) : Part7. Summary of Test Model, SATOH Kunihiko, TSURUMAKI Shizuo, YAMAMOTO Mikio, TSUDA Kazuaki, AKIYAMA Hiroshi, TAKIGUCHI Katsuki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 1998, 1081, 1082,   1998 07 30 , http://ci.nii.ac.jp/naid/110004216326
  • Seismic Proving Test for Concrete Containment Vessles(I. PCCV) : Part8. Input Seismic Wave and Vibration Characteristics of Test Model, NAKAMURA Susumu, TSURUMAKI Shizuo, FUYAMA Hiroyuki, TSUDA Kazuaki, AKIYAMA Hiroshi, TAKIGUCHI Katsuki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 1998, 1083, 1084,   1998 07 30 , http://ci.nii.ac.jp/naid/110004216327
  • Study on Application of Flat Plate Structure to High^Rise Buildings : Part3 : A Method of Estimation for Hysteresis Characteristics of Flat Plate Structure, TAKATA Kaori, TSUDA Kazuaki, SANO Takeshi, ETO Hiroaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1998, 0, 685, 686,   1998 07 30 , http://ci.nii.ac.jp/naid/110004216707
  • Seismic Proving Tests for Concrete Containment VeesselSeismic Proving Tests for Concrete Containment Veessel : (I. PCCV)Part. The Analysis Result of Curved Shear Walls Subjected to horizontal Load, NAGAHARA Katsumi, NAKAMURA Susumu, KITANI Tomoyuki, SATOH Kenichiro, TSUDA Kazuaki, AKIYAMA Hiroshi, TAKIGUCHI Katsuki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 1997, 1013, 1014,   1997 07 30 , http://ci.nii.ac.jp/naid/110004213386
  • Study on Application of Flat Plate Structure to High-Rise Buildings : Part1 : Outline of the Experiments on Flat Plate-Column Joints under Horizontal Lading, TANADA Kaori, TSUDA Kazuaki, ETO Hiroaki, 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, 0, 419, 420,   1997 07 30 , http://ci.nii.ac.jp/naid/110004214188
  • Study on Application of Flat Plate Structure to High^Rise Buildings : Part4 : Trial Desin of High-Rise Buildings Appled Flat Plate Structure, SANO Takeshi, TSUDA Kazuaki, TAKATA Kaori, ETO Hiroaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1998, 0, 687, 688,   1998 07 30 , http://ci.nii.ac.jp/naid/110004216708
  • Study on Application of Flat Plate Structure to High-Rise Buildings : Part2 : Results of the Experiments on Flat-Plate-Column Joints under Horizontal Loading, TSUDA Kazuaki, TSUDA Kaori, ETO Hiroaki, 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, 0, 421, 422,   1997 07 30 , http://ci.nii.ac.jp/naid/110004214189
  • Evaluation method of relationship between shear force and deformation of shear walls : Part1. Evaluation method of principal stress axis and reduction factor of concrete compressive strength for shear panels, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1998, 0, 855, 856,   1998 07 30 , http://ci.nii.ac.jp/naid/110004216792
  • Seismic Proving Test for Concrete Containment Vessels (I. PCCV) : Part 3. Evaluation of Corved Shear Wall Tests, SUZUKI Tomomi, KITANI Tomoyuki, YAMAMOTO Mikio, TSUDA Kazuaki, AKIYAMA Hiroshi, TAKIGUCHI Katsumi, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 1996, 0, 1127, 1128,   1996 07 30 , http://ci.nii.ac.jp/naid/110004210423
  • Analytical Studies on the Behavior of a High-Rise SRC Building at Shin-Nagata during the Hyogo-Ken Nanbu Earthquake : (Part 2) Three-Dimensional Inelastic Static Frame Analysis, TAKEUCHI Kaori, KIMURA Tadashi, SAWAI Nobuyoshi, ETO Hiroaki, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 1996, 0, 535, 536,   1996 07 30 , http://ci.nii.ac.jp/naid/110004210127
  • Analytical Studies on the Behavior of a High-Rise SRC Building at Shin-Nagata during the Hyogo-Ken Nanbu Earthquake : (Part 3) Inelastic Earthquake Response Analysis by Multi-Lumped Mass Model, ETO Hiroaki, KIMURA Tadashi, SAWAI Nobuyoshi, TSUDA Kazuaki, TAKEUCHI Kaori, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 1996, 0, 537, 538,   1996 07 30 , http://ci.nii.ac.jp/naid/110004210128
  • Evaluation method on shear strength and shear displacement of shear walls, TSUDA Kazuaki, 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, 0, 555, 556,   1996 07 30 , http://ci.nii.ac.jp/naid/110004211281
  • Evaluation Method for Performance of Multi-Story Shear Walls, TSUDA Kazuaki, ETO Hiroaki, Proceedings of the Japan Concrete Institute, 23, 3, 475, 480,   2001 06 08 , http://ci.nii.ac.jp/naid/110009693496
    Summary:鉄筋コンクリート造連層耐震壁の地震時の性能評価時に用いる復元力特性とせん断ひびわれ幅の算定法を考案した。本算定手法では,復元力特性は曲げ変形とせん断変形の和で表すこととし,せん断ひびわれ後のせん断変形とせん断ひびわれ幅の算定にトラス剛性を用いることを特徴としている。このトラス剛性には,軸方向力,外周フレームによる拘束効果及び曲げ降伏の影響を考慮する。また,せん断終局強度は各層トラス機構と連層アーチ機構を仮定することにより算定する。本算定手法を既往の実験結果に適用した結果,本算定手法は十分な精度を有することが確認できた。
  • Study on The Composite slabs with Steel Deck and Hooked Fiber Reinforced Concrete : Part. 3. Experiments of Bending Behavior on Continuous Beam, KIMURA Kozo, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1989, 0, 1397, 1398,   1989 09 01 , http://ci.nii.ac.jp/naid/110004183389
  • Study on The Composite slabs with Steel Deck and Hooked Fiber Reinforced Concrete : Part. 4 Fire Resistance Tests, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A, Materials and construction, fire safety, off-shore engineering and architecture, information systems technology, 1989, 0, 1061, 1062,   1989 09 01 , http://ci.nii.ac.jp/naid/110004184080
  • Study on Structural Design for Multi-storied Multiple Dwelling with Internal Stairway : Part 2 Loading Test on Shear Walls with Checkered Openings, OKUZONO Toshifumi, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1988, 0, 511, 512,   1988 09 01 , http://ci.nii.ac.jp/naid/110004179291
  • Study on Structural Design for Multi-storied Multiple Dwelling with Internal Stairway : Part. 5 Discussion by Inelastic Frame Analysis, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1988, 0, 517, 518,   1988 09 01 , http://ci.nii.ac.jp/naid/110004179294
  • Experimental Study on RC-RC Composite Walls Subject to Eearth Pressure, Water Pressure and Seismic Load : (Part 6) Direct Shear Tests on Joints of Composite Walls, KIKUCHI Toshitake, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1988, 0, 553, 554,   1988 09 01 , http://ci.nii.ac.jp/naid/110004179312
  • Experimental Study on RC-RC Composite Walls Subject to Earth Pressure, Water Pressure and Seismic Load. : Part 5. Bending-Shear Tests on Composite Walls Subject to Preceding Stress, TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1987, 0, 431, 432,   1987 08 25 , http://ci.nii.ac.jp/naid/110004176720
  • Studies on behavior of unclear reactor building under earthquake and thermal loads : Part 1 Experimental study on concrete filled steel structure, TAKAHASHI Yasuhiko, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I, 1986, 0, 1035, 1036,   1986 07 25 , http://ci.nii.ac.jp/naid/110004172813
  • Studies on behavior of unclear reactor building under earthquake and thermal loads : Part 2 Analytical method for non-linear behaviour, YAMAGUCHI Tsuneo, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I, 1986, 0, 1037, 1038,   1986 07 25 , http://ci.nii.ac.jp/naid/110004172814
  • Studies on behavior of unclear reactor building under earthquake and thermal loads : Part 3 Investigation on applicability of analytical method, NAGANUMA Kazuhiro, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I, 1986, 0, 1039, 1040,   1986 07 25 , http://ci.nii.ac.jp/naid/110004172815
  • Experimental studies on concrete structure subject to combined high temperature and external loads : Part 13 Tests on whole model specimens of inner concrete structure - Behavior under heating and loading (1), TSUDA Kazuaki, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I, 1986, 0, 1045, 1046,   1986 07 25 , http://ci.nii.ac.jp/naid/110004172818
  • Experimental Study on Reinforced Concrete Columns with Poor Main and Shear Reinforcements, TSUDA Kazuaki, 学術講演梗概集. 構造系, 59, 0, 1749, 1750,   1984 09 10 , http://ci.nii.ac.jp/naid/110004167970
  • 3117 Study on Application of Flat Plate Structure to High-Rise Buildings, TAKATA Kaori, TSUDA Kazuaki, ETO Hiroaki, Proceedings of the Japan Concrete Institute, 21, 3, 697, 702,   1999 06 21 , http://ci.nii.ac.jp/naid/110009746059
    Summary:一般矩形梁に比べ,せいが小さく,幅の大きいフラットプレート構造の,柱との接合部周りの主筋量を増大させて,criticalsection(曲げ降伏位置)を柱フェースからスパン中央寄りに移行させた改良型フラットプレート構造を考案した。また,その基本的性状を把握するために構造性能確認実験を行った結果,改良型の復元力特性が在来型のものよりも優れていることを確認した。さらに実験結果に基づき,フラットプレートの復元力特性の評価手法を考案した。
  • Study on Application of Flat Plate Structure to High-Rise Buildings, TAKATA Kaori, TSUDA Kazuaki, ETO Hiroaki, 21, 3, 697, 702,   1999 06 01 , http://ci.nii.ac.jp/naid/10005129146
  • 2069 Nonlinear Analysis of Main Structural Frames (Shear Walls with Openings) in a RC Multi-Stroies and Multipul-Unit Dwelling, OKABE Tomio, TSUDA Kazuaki, TYOU Aiki, NOGUCHI Hiroshi, Proceedings of the Japan Concrete Institute, 10, 3, 379, 384,   1988 06 12 , http://ci.nii.ac.jp/naid/110009736263