[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
