Evaluation of Seismic-induced Impact Interaction between a Cable-stayed Bridge and Its Approach Spans Using a Simplified Analysis Model-Reference-Cited by-同舟云学术

Evaluation of Seismic-induced Impact Interaction between a Cable-stayed Bridge and Its Approach Spans Using a Simplified Analysis Model

Published:2020-08-12 Issue: Volume: Page:1-21
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Shen Yu¹^ORCID,Li Yongxing¹,Xu Wenjing¹,Li Jianzhong¹

Affiliation:

1. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2020.1802368

Reference41 articles.

1. Pounding of buildings in series during earthquakes

2. Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems

3. Astaneh, A., V. V. Bertero, B. A. Bolt, S. A. Mahin, J. P. Moehle, and R. B. Seed. 1989. Preliminary report on the seismological and engineering aspects of the October 17, 1989 Santa Cruz (Loma Prieta) earthquake. EERC Report No. UCB/EERC-89/14. Earthquake Engineering Research Center, Berkeley, California.

4. Numerical simulation of pounding damage to bridge structures under spatially varying ground motions

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