Presentation Information
[CS10-95]Study soil-structure interaction problems using the three-dimensional nonlinear analysis program COM3 incorporating soil constitutive laws considering liquefaction.
*Kazuya Honda1, Yuichi Otsuka1, Hiroyuki Motegi1 (1. TOKYO ELECTRIC POWER SERVICES CO.)
Keywords:
seismic response analysis,liquefaction,soil-structure interaction analysis