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 (2)

Thu. Sep 5, 2024 10:40 AM - 12:00 PM JST
Thu. Sep 5, 2024 1:40 AM - 3:00 AM UTC
文学部第二講義室(川内南キャンパス中講義棟)
Chair: Atsushi Takeda
10:40 AM - 10:50 AM JST(1:40 AM - 1:50 AM UTC)

[CS10-08]Influence of constitutive equation on analytical simulation of experiment for evaluation of residual structural performance of column of steel arch bridge

*Yosei Kaneko1, tetsuya nonaka1, takemasa ebisawa1 (1. Nagoya Institute of Technology)
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10:50 AM - 11:00 AM JST(1:50 AM - 2:00 AM UTC)

[CS10-09]Fundamental study on constitutive equation for steel energy dissipation member

*Takemasa Ebisawa1, Tetsuya Nonaka1 (1. Nagoya Institute of Technology)
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11:00 AM - 11:10 AM JST(2:00 AM - 2:10 AM UTC)

[CS10-10]Structural Damage Evaluation By Deconvolution Method Using Building Vibration Records

*Shun Takayabu1, Susumu Kurahasi1, Takasi Yokota1 (1. Aichi Institute of Technology)
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11:10 AM - 11:20 AM JST(2:10 AM - 2:20 AM UTC)

[CS10-11]A study on response displacement verification during a level 2 earthquake of steel piers with multiple points of interest

*Kenichi Tomi1, Fukutarou UMEBAYASHI2, Fujita Masayoshi3, Takahiro YOKOTA4, Hitoshi TAJIMA5, Gaku SHOJI6 (1. CHODAI CO., LTD., 2. ORIENTAL CONSULTANTS Co.,Ltd., 3. JIP Techno Science Corporation., 4. Pacific Consultants Co., LTD., 5. IHI Infrastructure Systems Co.,Ltd., 6. University of Tsukuba)
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11:20 AM - 11:30 AM JST(2:20 AM - 2:30 AM UTC)

[CS10-12]Reasonable Evaluation On Current Seismic Performance Considering the Charavteristic of Existing Reinforced Concrete Ramen Structure

*Takashi Okuda1, Takuma Miyamoto2, Takashi Matsumoto1 (1. CTI Engineering Co.,Ltd., 2. West Nippon Expressway Company Limited)
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11:30 AM - 11:40 AM JST(2:30 AM - 2:40 AM UTC)

[CS10-13]Seismic Response Characteristics of the Arch Bridge to Long-Period Seismic Motion Equivalent to the 1923 Kanto Earthquake

*Kakeru Sagara1, Gaku Shoji1 (1. University of Tsukuba)
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11:40 AM - 11:50 AM JST(2:40 AM - 2:50 AM UTC)

[CS10-14]Trial calculation for quantitative evaluation of redundancy for railway rigid-frame viaducts

*Kazunori Wada1, Kimitoshi Sakai1, Yoshikazu Takahashi2, Hikaru Nakamura3 (1. Railway Technical Research Institute, 2. Kyoto University, 3. JR SOKEN Engineering)
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