Optimal intensity measure for seismic performance assessment of shield tunnels in liquefiable and non-liquefiable soils-Reference-Cited by-同舟云学术

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Optimal intensity measure for seismic performance assessment of shield tunnels in liquefiable and non-liquefiable soils

Published:2024-07 Issue: Volume: Page:
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Shen Yiyao,Hesham El Naggar M.,Zhang Dongmei,Huang Zhongkai,Du Xiuli

Funder

Fundamental Research Funds for the Central Universities

Science and Technology Commission of Shanghai Municipality

National Natural Science Foundation of China

National Key Research and Development Program of China

Natural Science Foundation of Chongqing Municipality

Publisher

Elsevier BV

Reference63 articles.

1. Uncertainties in establishing design earthquakes;Anderson;Journal of Structure Engineering,1987

2. Seismic fragility curves of shallow tunnels in alluvial deposits;Argyroudis;Soil Dynamics and Earthquake Engineering,2012

3. Risk assessment method of drainage network operation based on fuzzy comprehensive evaluation combined with analytic network process;Ba;Journal of Pipeline Systems Engineering and Practice,2021

4. Correlation of ground motion and intensity for the 17 January 1994 Northridge, California, earthquake;Boatwright;Bulletin of the Seismological Society of America,2001

5. Correlation of significant duration with amplitude and cumulative intensity measures and its use in ground motion selection;Bradley;Journal of Earthquake Engineering,2011

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