Seismic Behavior of the Combined Viscous-Steel Damping System for a Long-Span Suspension Bridge Considering Wave-Passage Effect-Reference-Cited by-同舟云学术

Seismic Behavior of the Combined Viscous-Steel Damping System for a Long-Span Suspension Bridge Considering Wave-Passage Effect

Published:2023-07 Issue:7 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hu Shangtao¹^ORCID,Hu Renkang²,Yang Menggang³,Wang Tao⁴^ORCID

Affiliation:

1. Ph.D. Candidate, National Engineering Research Center of High-Speed Railway Construction Technology, Central South Univ., Changsha 410075, PR China; School of Civil Engineering, Central South Univ., Changsha 410075, PR China. ORCID: .

2. Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha 410075, PR China.

3. Professor, National Engineering Research Center of High-Speed Railway Construction Technology, Central South Univ., Changsha 410075, PR China; School of Civil Engineering, Central South Univ., Changsha 410075, PR China (corresponding author).

4. Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha 410075, PR China. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5718

Reference40 articles.

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2. Contribution of local site-effect on the seismic response of suspension bridges to spatially varying ground motions;Adanur S.;Earthquakes Struct.,2016

3. Flutter control of long span suspension bridges in time domain using optimized TMD;Alizadeh H.;Int. J. Steel Struct.,2021

4. Mitigation of vortex-induced vibration in bridges using semiactive tuned mass dampers;Dai J.;J. Bridge Eng.,2021

5. Seismic control of a single-tower extradosed railway bridge using the E-shaped steel damping bearing;Feng D.;Soil Dyn. Earthquake Eng.,2020

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