トンネルの耐震 (2)／ダクトの耐震

[CS10-100] Preliminary Numerical Evaluation of High Acceleration Seismic Test Using Discrete Element Model 3D-RBSM

*Usman Farooq¹, Tsuguhiro Shimabata¹, Toshiaki Sakai², Michiya Sakai² (1. Tokyo Electric Power Services Company, 2. Central Research Institute of Electric Power Industry)

キーワード：Box Culvert, Coupled System, Anchors, Seismic Fragility Test, Discrete Element Method