Seismic fragility analysis of slopes based on large-scale shaking table model tests-Reference-Cited by-同舟云学术

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Seismic fragility analysis of slopes based on large-scale shaking table model tests

Published:2024-05 Issue: Volume:333 Page:107479
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Hu Hongqiang,Bao Yangjuan,Guo Xiaopeng

Funder

Postdoctoral Research Foundation of China

Zhejiang University of Science and Technology

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Zhejiang Sci-Tech University

Publisher

Elsevier BV

Reference60 articles.

1. Analytical seismic fragility functions for highway and railway embankments and cuts;Argyroudis;Earthq. Eng. Struct. Dyn.,2015

2. Probabilistic structural response assessment using vector-valued intensity measures;Baker;Earthq. Eng. Struct. Dyn.,2007

3. A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon;Baker;Earthq. Eng. Struct. Dyn.,2005

4. Seismic response analysis of slope reinforced by pile-anchor structures under near-fault pulse-like ground motions;Bao;Soil Dyn. Earthq. Eng.,2023

5. Performance-based seismic assessment of slope systems;Bray;Soil Dyn. Earthq. Eng.,2023

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall;Soil Dynamics and Earthquake Engineering;2024-09

2. Non-parametric fragility curves for probabilistic risk assessment of rainfall-triggered landslides;Computers and Geotechnics;2024-09

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