Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions-Reference-Cited by-同舟云学术

Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions

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:

Tong Lei¹,Wang Dongsheng²^ORCID,Sun Zhiguo³,Chen Lei⁴,Shi Fan⁴

Affiliation:

1. Ph.D. Student, School of Civil and Transportation Engineering, Hebei Univ. of Technology, 5340 Xiping Rd., Tianjin 300401, P. R. China; Civil Engineering Technology Research Center of Hebei Province, Tianjin 300401, P. R. China.

2. Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, 5340 Xiping Rd., Tianjin 300401, P. R. China; Civil Engineering Technology Research Center of Hebei Province, Tianjin 300401, P. R. China (corresponding author). ORCID: .

3. Professor, Key Laboratory of Building Collapse Mechanism and Disaster Prevention, Institute of Disaster Prevention, Beijing 101601, P. R. China.

4. Ph.D. Student, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, P. R. China.

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-6023

Reference47 articles.

1. Quantitative classification of near-fault ground motions using wavelet analysis;Baker J. W.;Bull. Seismol. Soc. Am.,2007

2. Influence of ground motion spatial variation, site condition and SSI on the required separation distances of bridge structures to avoid seismic pounding;Bi K.;Earthquake Eng. Struct. Dyn.,2011

3. CEN (European Committee for Standardization). 2005. Design of structures for earthquake resistance—Part 2: Bridges. Eurocode 8. Brussels, Belgium: CEN.

4. Chadwell, C. B., G. L. Fenves, and S. A. Mahin. 2003. “Near source earthquake effects on the Jilucable-stayed bridge in the 21 September 1999 Chi-Chi Taiwan earthquake.” In Proc., Community Workshop on Computational Simulation and Visualization Environment for NEES. Lawrence, KS: National Science Foundation, Univ. of Kansas.

5. Lessons learned from the damaged Chi-Lu cable stayed bridge;Chang K. C.;J. Bridge Eng.,2004

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