Fragility Analysis of Pier-Tower-Girder Fixed Cable-Stayed Bridge Subjected to Near‐Fault and Far‐Fault Ground Motions

Author:

Xia WeiORCID,Si QiliangORCID,Xiang Nailiang

Publisher

Springer Nature Singapore

Reference18 articles.

1. Zhong, J., Jeon, J.S., Shao, Y.H., Chen, L.: Optimal intensity measures in probabilistic seismic demand models of cable‐stayed bridges subjected to pulse‐like ground motions. J. Bridge Eng. 24(2), 04018118 (2019)

2. Shao, Y., Wei, Y., Yang, T., Ni, M., Zhong, J.: Empirical models of bridge seismic fragility surface considering the vertical effect of near-fault ground motions. Structures 34, 2962–2973 (2021)

3. Zhao, X.F., Wen, Z.P.: Review on issues of near-fault velocity pulse-like ground motions. Acta Seismologica Sin. 44(05), 765–782 (2022)

4. Guo, W.L.: Study on reasonable design states and dynamic characteristics of extradosed cable stayed bridges. Chang’an University (2011)

5. Xu, W., Wang, Y., Zhong, J.: Probabilistic seismic performance of pylons of a cable-stayed bridge under near-fault and far-fault ground motions. Earthq. Eng. Resil. 1, 225–240 (2022)

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