TANABE Tada-aki | Dept. of Civil Engineering, Nagoya University
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概要
関連著者
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TANABE Tada-aki
Dept. of Civil Engineering, Nagoya University
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TANABE Tada-aki
Department of Civil Engineering, Nagoya University
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Tanabe T
Nagoya Univ. Nagoya Jpn
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Tanabe Tada-aki
Department Of Civil Engineering At Nagoya University
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Tanabe Tada-aki
Department Of Civil Eng. Nagoya University Professor
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Tanabe Tada-aki
Department Of Civil Eng. Nagoya University
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TANABE Tada-aki
Department of Civil Eng. , Nagoya University
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Morgan Ahmed
Department Of Civil Engineering Nihon Hitek Corporation
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Niwa Junichiro
Department Of Civil Engineering Tokyo Institute Of Technology
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Niwa Junichiro
Department Of Civil Engineering Faculty Of Engineering Tokyo Institute Technology
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Morgan Ahmed
Department Of Civil Engineering Nagoya University
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Yu Guo-xiong
Department Of Civil Engineering Nagoya University
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田辺 忠顕
名古屋大学
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Yu G‐x
名古屋大 大学院
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NISHIGAKI Yoshihiko
Department of civil engineering, P. S. Corporation
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NIWA Junichiro
School of civil engineering, Asian Institute of Technology
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Niwa Junichiro
School Of Civil Engineering Asian Institute Of Technology
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Tanabe Tada-aki
Dept. Of Civil Engineering Nagoya University
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Nishigaki Yoshihiko
Department Of Civil Engineering P. S. Corporation
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Tanabe Tada-aki
Dept. Civil Engineering, Nagoya University
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余 国雄
オリエンタル建設(株)
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DIEP Bui
Dept. of Civil Eng., Tokyo Institute of Technology
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Salamy M
Oriental Construction Co
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Salamy Mohammad
Dept. Of Civil Eng. Nagoya University
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Diep Bui
Dept. Of Civil Eng. Tokyo Inst. Of Tech.
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Diep Bui
Dept. Of Env. Tech. & Urban Planning Nagoya Inst. Of Tech.
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Yu Guo-xiong
Dept. Of Civil Engineering Nagoya University
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Umehara H
Nagoya Inst. Of Tech.
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Umehara Hidetaka
Dept. Of Env. Tech. & Urban Planning Nagoya Inst. Of Tech.
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西垣 義彦
ピー・エス
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上原 秀哲
名古屋工業大学
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SALAMY Mohammad
名古屋大学
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DIEP Bui
名古屋大学
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DIEF Bui
名古屋工業大学
著作論文
- PREDICTING THE SIZE EFFECT ON CONCRETE BEAMS IN TORSION BASED ON FICTITIOUS CRACK APPROACH
- The Size Effect on Torsion Strength of Concrete
- PARAMETRIC ANALYSIS ON SIZE EFFECT OF PULL-OUT FAILURE
- Axisymmetric Size Effect Analysis for Pull-Out Strength by the Extended Fictitious Crack Approach
- DETECTING THE ANCHORAGE BEHAVIOR FOR CABLES OF SUSPENSION BRIDGES USING NONLINEAR FRACTURE MECHANICS
- The Analysis for the Cable Anchorage of Suspension Bridges Based on the Extended Fictitious Crack Approach
- A NEW TECHNIQUE FOR DETECTING THE SIZE EFFECT ON PULL-OUT TESTS
- Simulation of Externally Prestressed Concrete Beams using the Deformation Compatibility of Cable
- Simulations of the Localized Failure of RC Shear Walls by FEM
- THE FINITE ELEMENT WITH INNER LINKAGE RODS
- The Finite Element with inner Linkage Rods
- The Analysis of Localized Failure of Reinforced Concrete Shear Wall
- 3136 Modified Formulation of Cable Strain in Analysis of Externally PC Beam
- 3113 Simulation of Externally Prestressed Concrete Beams using the Deformation Compatibility of Cable
- 3108 Post-Peak Analysis of Reinforced Concrete Panels Using Localization Signal