Compound intensity measures for improved seismic performance assessment in cross-fault hydraulic tunnels using partial least-squares methodology-Reference-Cited by-同舟云学术

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Compound intensity measures for improved seismic performance assessment in cross-fault hydraulic tunnels using partial least-squares methodology

Published:2023-02 Issue: Volume:132 Page:104890
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Sun Benbo,Liu Weiying,Deng Mingjiang,Zhang Sherong,Wang Chao,Guo Jinjun,Wang Juan,Wang Jianyou

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference54 articles.

1. Elasto-plastic earthquake response of arch dams including fluid–structure interaction by the Lagrangian approach;Akköse;Appl. Math. Model.,2008

2. Alembagheri, M., 2018. Investigating efficiency of vector-valued intensity measures in seismic demand assessment of concrete dams. Adv. Civ. Eng. 2018.

3. Use of fragility curves to assess the seismic vulnerability in the risk analysis of mountain tunnels;Andreotti;Tunn. Undergr. Sp. Technol.,2019

4. Seismic fragility curves of shallow tunnels in alluvial deposits;Argyroudis;Soil Dyn. Earthq. Eng.,2012

5. Measure of Earthquake Intensity;Arias,1970

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2. Application of an Improved Method Combining Machine Learning–Principal Component Analysis for the Fragility Analysis of Cross-Fault Hydraulic Tunnels;Buildings;2024-08-23

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