Experimental Study of Seismic Mitigation of a Large-Span Cable-Stayed Bridge with Elastic Cables by Shaking Table Test-Reference-Cited by-同舟云学术

Experimental Study of Seismic Mitigation of a Large-Span Cable-Stayed Bridge with Elastic Cables by Shaking Table Test

Published:2021-05 Issue:2 Volume:26 Page:04021006
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Xu Li¹^ORCID,Liu Kang²,Zhang Chao³,Zheng Junhao⁴,Wang Cao⁵,Huang Qunjun²

Affiliation:

1. Associate Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 35018, Fujian, China. ORCID: .

2. Master’s Student, College of Civil Engineering, Fuzhou Univ., Fuzhou 35018, Fujian, China.

3. Associate Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 35018, Fujian, China.

4. Bachelor’s Student, College of Civil Engineering, Fuzhou Univ., Fuzhou 35018, Fujian, China.

5. Vice-Chancellor’s Postdoctoral Research Fellow, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000573

Reference25 articles.

1. Mitigation of the seismic response of multi-span bridges using MR dampers: Experimental study of a new SMC-based controller

2. Nonlinear dynamic analysis of the viscoelastic string with a harmonically varying transport speed

3. An effective lateral earthquake-resisting system for long-span cable-stayed bridges against near-fault earthquakes

4. Lateral Isolation System of a Long-Span Cable-Stayed Bridge with Heavyweight Concrete Girder in a High Seismic Region

5. Effects of different connecting styles between towers and deck on seismic responses of a long-span cable-stayed bridge;Jiao C.;J. Vib. Shock,2009

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