Effect of Cable Vibrations on Cable-Stayed Bridges during Large Earthquakes-Reference-Cited by-同舟云学术

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Effect of Cable Vibrations on Cable-Stayed Bridges during Large Earthquakes

Published:2024-03 Issue:3 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhu Fuxiang¹^ORCID,Xu Wenjing²,Yi Jiang³^ORCID

Affiliation:

1. College of Civil Engineering, Guangzhou Univ., Guangzhou 510006, China. ORCID: .

2. School of Digital Construction, Shanghai Urban Construction Vocational College, Shanghai 200438, China.

3. College of Civil Engineering, Guangzhou Univ., Guangzhou 510006, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6501

Reference45 articles.

1. Importance of Cable Vibration in Dynamics of Cable‐Stayed Bridges

2. Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings

3. Oscillations of bride stay cables induced by periodic motions of deck and/or towers;Antonio P. D. C.;J. Eng. Mech.,1996

4. Non-linear oscillations of a four-degree-of-freedom model of a suspended cable under multiple internal resonance conditions

5. Chadwell, C. B. 2003. Seismic response of single tower cable-stayed bridges. Berkeley, CA: Univ. of California.

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