Study on the difference of seismic responses of liquefied horizontal and inclined site-pile foundation-bridge structures under bidirectional earthquake excitations

Study on the difference of seismic responses of liquefied horizontal and inclined site-pile foundation-bridge structures under bidirectional earthquake excitations

According to the completed large-scale shaking table test of the liquefied lateral extension site-pile group foundation-superstructure system, the finite element model of the shaking table test of the liquefiable inclined site is established in the finite element software OpenSees. The reliability o...

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Bibliographic Details
Main Authors: Zhuolin Su, Kemin Jia, Chengshun Xu, Pengfei Dou, Xiaoling Zhang
Format: Article
Language:zho
Published: Editorial Office of Progress in Earthquake Sciences 2022-11-01
Series:地震科学进展
Subjects:
liquefiable inclined site
horizontal and vertical earthquake excitations
pile-soil interaction
shaking table test
numerical simulation
Online Access:https://www.gjdzdt.cn/en/article/doi/10.19987/j.dzkxjz.2022-026

Internet

https://www.gjdzdt.cn/en/article/doi/10.19987/j.dzkxjz.2022-026

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