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Impact of ground motion characteristics on the seismic fragility of circular tunnels

Zhong-Kai Huang Dong-Mei Zhang Wu-Yu Zhang Yong-Bo Li

地下空间（英文）2025，Vol.24Issue(5)：180-196,17.

地下空间（英文）2025，Vol.24Issue(5)：180-196,17.DOI:10.1016/j.undsp.2024.09.008

Impact of ground motion characteristics on the seismic fragility of circular tunnels

Zhong-Kai Huang ¹Dong-Mei Zhang ²Wu-Yu Zhang ³Yong-Bo Li⁴

作者信息

1. Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China
2. Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China||College of Civil Engineering and Water Resources,Qinghai University,Qinghai 810016,China
3. College of Civil Engineering and Water Resources,Qinghai University,Qinghai 810016,China
4. CCCC Tunnel Engineering Bureau Co.,Ltd.,Shanghai 200332,China
折叠

摘要

关键词

Ground motion characteristics/Shield tunnel/Seismic vulnerability/Resilience assessment

Key words

Ground motion characteristics/Shield tunnel/Seismic vulnerability/Resilience assessment

引用本文复制引用

Zhong-Kai Huang,Dong-Mei Zhang,Wu-Yu Zhang,Yong-Bo Li..Impact of ground motion characteristics on the seismic fragility of circular tunnels[J].地下空间（英文）,2025,24(5):180-196,17.

基金项目

The authors appreciate the support from the National Key Research and Development Program of China(Grant Nos.2022YFC3800905 and 2021YFF0502200),National Natural Science Foundation of China(Grant Nos.52478410,52090082,and 52238010),Young Elite Scientists Sponsorship Program by CAST(2023QNRC001),and Fundamental Research Program of the Qinghai Science and Technology Department(2023-ZJ-926M). （Grant Nos.2022YFC3800905 and 2021YFF0502200）

地下空间（英文）

ISSN：2096-2754

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