計算力学

[I-36] Level 2 earthquake damage evaluation of existing caisson foundations by elasto-plastic FEM analysis

〇Akihisa Aoki¹, Shimizu Hideki¹, Kiyoshi Nakabasami¹, Tetsuya Wakizaka¹ (1.NIPPON ENGINEERING CONSULTANTS)

Keywords:antiseismic reinforcement, open caisson, elastoplastic finite element analysis, shear failure, Damage degree evaluation