地中構造物の耐震

2:00 PM - 2:10 PM JST(5:00 AM - 5:10 AM UTC)

[CS10-151] Numerical simulation on subway station under forced vertical displacement inputting at bedrock varying number of CFT central columns

*Norimitsu Kishi¹, Masato Komuro¹, Tomoki Kawarai¹, Keiichiro Sonoda² (1. Muroran Institute of Technology, 2. Osaka City University)

Keywords:

Strong local earthquake,Daikai Subway station,Impulsive earthquake,Elasto-plastic analysis,Reinforcement using tubular column

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