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A comparative analysis of seismic response of shallow buried underground structure under incident P,SV and Rayleigh waves

Xin Bao Jingbo Liu Hui Tan Shutao Li Fei Wang

地震研究进展（英文）2022，Vol.2Issue(4)：72-78,7.

A comparative analysis of seismic response of shallow buried underground structure under incident P,SV and Rayleigh waves

Xin Bao ¹Jingbo Liu ¹Hui Tan ²Shutao Li ¹Fei Wang³

作者信息

1. Department of Civil Engineering,Tsinghua University,Beijing 100084,China
2. Energy Saving&Environmental Protection&Occupational Safety and Health Research Institute,China Academy of Railway Science Co.,Ltd,Beijing,100081,China
3. Research Institute for National Defense Engineering of Academy of Military Science PLA China,Beijing,100036,China
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摘要

关键词

Underground structure/Rayleigh wave/Artificial boundary/Seismic wave input/Seismic response

Key words

Underground structure/Rayleigh wave/Artificial boundary/Seismic wave input/Seismic response

引用本文复制引用

Xin Bao,Jingbo Liu,Hui Tan,Shutao Li,Fei Wang..A comparative analysis of seismic response of shallow buried underground structure under incident P,SV and Rayleigh waves[J].地震研究进展（英文）,2022,2(4):72-78,7.

基金项目

This study is supported by National Natural Science Foundation of China(Grant no.U1839201),China National Postdoctoral Program of Innovative Talents(Grant no.BX20200192),China Postdoctoral Science Foundation,China(2020M680575),Shuimu Tsinghua Scholar Program(Grant no.2020SM005).Financial support from these organizations is gratefully acknowledged. （Grant no.U1839201）

地震研究进展（英文）

OACSCD

ISSN：2096-9996

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