Seismic response of a cable-stayed bridge deck under multi-component non-stationary random ground motion-Reference-Cited by-同舟云学术

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Seismic response of a cable-stayed bridge deck under multi-component non-stationary random ground motion

Published:2004-02-11 Issue:3 Volume:33 Page:375-393
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Allam Said M.,Datta T. K.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Cited by 16 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. A Modified Gaussian Model for Spectral Amplitude Variability of the SMART 1 Array Records;Applied Sciences;2022-11-25

2. Optimum seismic design of curved cable-stayed bridges;Structures;2022-09

3. Multi-angle and nonuniform ground motions on cable-stayed bridges;Earthquake Spectra;2021-11-22

4. Inelastic response of cable-stayed bridges subjected to non-uniform motions;Bulletin of Earthquake Engineering;2021-04

5. Estimating a Seismic Wave Velocity for Exciting the Greatest Anticipated Vertical Deck Displacement of a Cable-Stayed Bridge Subjected to Asynchronous Excitation;International Journal of Concrete Structures and Materials;2021-02-04

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