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Bidirectional seismic response of assembled monolithic subway station-aboveground structure system under artificial bedrock ground motions

Yu Miao Han-Wen Ji Yang Shi

地下空间(英文)2025,Vol.21Issue(1):291-312,22.
地下空间(英文)2025,Vol.21Issue(1):291-312,22.DOI:10.1016/j.undsp.2024.08.008

Bidirectional seismic response of assembled monolithic subway station-aboveground structure system under artificial bedrock ground motions

Bidirectional seismic response of assembled monolithic subway station-aboveground structure system under artificial bedrock ground motions

Yu Miao 1Han-Wen Ji 1Yang Shi1

作者信息

  • 1. School of Civil and Hydraulic Engineering,Huazhong University of Science and Technology,Wuhan 430074,China
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摘要

关键词

Assembled monolithic subway station/Vertical seismic response/Underground-aboveground structure system/Bedrock ground motion pa-rameters/Finite element analysis

Key words

Assembled monolithic subway station/Vertical seismic response/Underground-aboveground structure system/Bedrock ground motion pa-rameters/Finite element analysis

引用本文复制引用

Yu Miao,Han-Wen Ji,Yang Shi..Bidirectional seismic response of assembled monolithic subway station-aboveground structure system under artificial bedrock ground motions[J].地下空间(英文),2025,21(1):291-312,22.

基金项目

This study was financially supported by the National Natural Science Foundation of China(Grant Nos.52408365,52378343 and 51978304)and the Natural Science Foundation of Hubei Province(2022CFA014).We are grateful for the supports of the seismic data pro-vided by the National Research Institute for Earth Science and Disaster Resilience(NIED)in Japan(https://www.kyoshin.bosai.go.jp/). (Grant Nos.52408365,52378343 and 51978304)

地下空间(英文)

2096-2754

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