Seismic p-y Model of Pile Foundation Taking into Account Soil-Nonlinearity

Last updated on 04 January 2013 5:40
It is well known that the earthquake response of a pile-supported structure is strongly affected by dynamic soil-pile interaction. When the structure is subjected to severe ground motion, the soil behaves in a nonlinear manner. Two kinds of soil nonlinearity will affect the characteristics of dynamic soil-pile interaction. One is...
Author(s): Yoshitaka Murono;Hidetoshi NISHIOKA;Yuta NOGAMI
2011
Japan
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