Presentation Information
[CS10-100]Correction of Nonliner Response Spectra Based on Random Vibration at Geologically Irregular Soil ground -Verification of Applicability to Seismic Design of Conventional Type Bridge Abutment-
*Taro Ishikawa1, Kimitoshi Sakai2 (1. Japan Railway Construction, Transport and Technology Agency, 2. Railway Technical Research Institute)
Keywords:
geologically irregular soil deposit,conventional type bridge abutment,nonlinier response sepctra,random vibration,correction coefficient