Study of The Influence of Site Condition on The Seismic Fragility of Horseshoe-shaped Tunnels#br#

Home
Solicit Contributions
Writing Requirements
Editorial Board
Council Members
Publication Ethics
Open Access
Advertising
Contact Us
中文

Tunnel Construction

Previous Articles Next Articles

Study of The Influence of Site Condition on The Seismic Fragility of Horseshoe-shaped Tunnels#br#

DUAN Chaojie1, HE Zhijia1, SHI Yanke2,*, XU Lin2, MEN Wenbo1, CHEN Rongguo1

(1. Wuhan Engineering Co., Ltd of China Railway Seventh Group, Wuhan 430074, Hubei, China; 2. North China
University of Water Resources and Electric Power, Zhengzhou 511458, Henan, China)

Published:2023-11-07

Abstract

DUAN Chaojie, HE Zhijia, SHI Yanke, XU Lin, MEN Wenbo, CHEN Rongguo. Study of The Influence of Site Condition on The Seismic Fragility of Horseshoe-shaped Tunnels#br#[J]. Tunnel Construction.

[1]	CHENG Yixin, ZHANG Dongmei, HUANG Zhongkai, ZHANG Wuyu, WANG Shousheng. Seismic Fragility Assessment of Typical Civil Defense Engineering Structures in Soft Soils [J]. Tunnel Construction, 2024, 44(7): 1397-1409.
[2]	DUAN Chaojie, HE Zhijia, SHI Yanke, XU Lin, MEN Wenbo, CHEN Rongguo. Influence of Site Condition on Seismic Fragility of HorseshoeShaped Tunnels [J]. Tunnel Construction, 2023, 43(S2): 252-262.
[3]	DONG Yanping, JIA Lianhui, XUE Guangji, XIE Fei. Analysis of Engineering Application of Horseshoe shaped Shield [J]. Tunnel Construction, 2020, 40(11): 1664-1672.
[4]	ZHOU Xiaohan, ZENG Yanhua, BAI Yun, WEI Yingjie, HE Xing. Finite Difference Calculation Model for Tunnel Temperature Field Based on Circular Crosssection [J]. Tunnel Construction, 2016, 36(11): 1332-1336.

Study of The Influence of Site Condition on The Seismic Fragility of Horseshoe-shaped Tunnels#br#

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 4

Recommended Articles

Metrics

Comments