Evaluation of optimal ground motion intensity measures and seismic fragility analysis of a multi-pylon cable-stayed bridge with super-high piers in Mountainous Areas-Reference-Cited by-同舟云学术

Evaluation of optimal ground motion intensity measures and seismic fragility analysis of a multi-pylon cable-stayed bridge with super-high piers in Mountainous Areas

Published:2020-02 Issue: Volume:129 Page:105945
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Wei Biao,Hu Zhangliang,He Xuhui,Jiang Lizhong

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hunan Province

Research on Seismic Design Theory and Key Technologies of Long-span Cable-stayed Bridges on High-speed Railway in Complex Seismic Areas

Research and Application of Key Technologies for Construction of Super-high Pier, Multi-tower and Long-span Cable-stayed Bridge in Mountain Areas

Science and Technology Project of Sichuan Province

Central Universities of Central South University

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference58 articles.

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4. Seismic fragility assessment of highway bridges: a state-of-the-art review;Billah;Struct Infrastruct Eng,2015

5. Scalar structure-specific ground motion intensity measures for assessing the seismic performance of structures: a review;Kostinakis;J Earthq Eng,2018

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