Effect of Seismic-Induced Bearing Uplift of a Cable-Stayed Bridge-Reference-Cited by-同舟云学术

Effect of Seismic-Induced Bearing Uplift of a Cable-Stayed Bridge

Published:2019-03 Issue:3 Volume:24 Page:04018125
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Yi Jiang¹^ORCID,Li Jianzhong²

Affiliation:

1. Ph.D. Student, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P.R. China. ORCID: .

2. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P.R. China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001342

Reference28 articles.

1. 3‐D Nonlinear Seismic Behavior of Cable‐Stayed Bridges

2. Performance analysis of Tohoku-Shinkansen viaducts affected by the 2011 Great East Japan earthquake

3. Stress-averaged strain model for confined high-strength concrete;Akiyama M.;ACI Struct. J.,2010

4. Seismic energy dissipation for cable-stayed bridges using passive devices

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

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