Experiment based performance prediction of long span bridges subjected to non-uniform excitation-Reference-Cited by-同舟云学术

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Experiment based performance prediction of long span bridges subjected to non-uniform excitation

Published:2008-06-20 Issue: Volume: Page:727-732
ISSN:
Container-title:Life-Cycle Civil Engineering
language:
Short-container-title:

Author:

Cheung Moe,Yang C

Publisher

CRC Press

Link

http://www.crcnetbase.com/doi/pdf/10.1201/9780203885307.ch112

Reference1 articles.

1. Blaney, G.W. & Mallow, W.A. 1987. Synthetic clay soil for dynamic model pile tests. Dynamic response of pile foundations-experiment, analysis, and observation: proceedings of the Geotechnical Engineering Division, ASCE Convention in Atlantic City, New Jersey, 27 April 1987: 127-148.

Cited by 3 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 Transverse Seismic Behavior of Long-Span Cable-Stayed Bridge with Two Inverted Y-Shaped Reinforced Concrete Towers;Journal of Earthquake Engineering;2024-02-02

2. Seismic Response of a Cable-Stayed Bridge considering Non-uniform Excitation Effect: Model Design and Shake Table Testing;KSCE Journal of Civil Engineering;2021-10-05

3. Transverse Seismic Behavior Studies of a Medium Span Cable-Stayed Bridge Model with Two Concrete Towers;Journal of Earthquake Engineering;2016-09-13

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