Japan Society of Civil Engineers 2024 Annual Meeting
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Session Details

[共通セッション] 地震工学・地震災害

橋梁の耐震 (3)

Thu. Sep 5, 2024 1:00 PM - 2:20 PM JST
Thu. Sep 5, 2024 4:00 AM - 5:20 AM UTC
文学部第二講義室(川内南キャンパス中講義棟)
Chair: Takashi Matsumoto
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1:00 PM - 1:10 PM JST(4:00 AM - 4:10 AM UTC)

[CS10-15]FEM analyses on damage to 4-span warren truss bridge caused by ground deformation due to reverse fault

*Naoki Wakatsuki1, Juri Otoyama1, Tomohiro Chida1, Masatoshi Nakazawa1, Kazuya Magoshi2 (1. Tohoku Gakuin University, 2. Earthquake Engineering Research Center Inc)
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1:10 PM - 1:20 PM JST(4:10 AM - 4:20 AM UTC)

[CS10-16]FEM analyses on damage to 8-span warren truss bridge caused by ground deformation due to reverse fault

*Juri Otoyama1, Naoki Wakatsuki1, Tomohiro Chida1, Masatoshi Nakazawa1, Kazuya Magoshi2 (1. Tohoku Gakuin University, 2. Earthquake Engineering Research Center Inc)
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1:20 PM - 1:30 PM JST(4:20 AM - 4:30 AM UTC)

[CS10-17]Seismic Performance Evaluation of Rahmen-Type Abutment with EPS Backfill

*Soshiro Nakano1, Taiji Mazda1, Yukihide Kajita1 (1. Kyushu University)
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1:30 PM - 1:40 PM JST(4:30 AM - 4:40 AM UTC)

[CS10-18]FUNDAMENTAL RESEARCH ON COUPLED BEHAVIOR IN HORIZONTAL PLANE OF SKEW BRIDGES BY SEISMIC RESPONSE ANALYSIS

*Yukitoshi Taniguchi1, Michio Ohsumi1 (1. Public Works Research Institute)
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1:40 PM - 1:50 PM JST(4:40 AM - 4:50 AM UTC)

[CS10-19]A study on the dynamic behavior of attached structures installed on bridges based on incremental dynamic analysis

*Sei Taniguchi1, Igarashi Akira2 (1. Hanshin Expressway Research Institute for Advanced Technology, 2. Disaster Prevention Research Institute, Kyoto University)
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1:50 PM - 2:00 PM JST(4:50 AM - 5:00 AM UTC)

[CS10-20]Axial forces of stud bolts of columnar secondary structures of highway bridges during an earthquake

*Takuma Nagasaka1, Akira Igarashi1, Sei Taniguchi2 (1. Kyoto University, 2. Hanshin Expressway Research Institute for Advanced Technology)
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2:00 PM - 2:10 PM JST(5:00 AM - 5:10 AM UTC)

[CS10-21]Preliminary Analysis of Static Multi-cycle Loading experiment on CFT Columns integrated by multiple steel pipes

*Shohei Ueda1, Tetsuya Nonaka1, Takemasa Ebisawa1 (1. Nagoya Institute of Technology)
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