Experimental and Numerical Study of Lateral Cable Rupture in Cable-Stayed Bridges: Case Study-Reference-Cited by-同舟云学术

Experimental and Numerical Study of Lateral Cable Rupture in Cable-Stayed Bridges: Case Study

Published:2018-06 Issue:6 Volume:23 Page:05018004
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hoang Vu¹^ORCID,Kiyomiya Osamu²,An Tongxiang³

Affiliation:

1. Research Associate, Dept. of Civil and Environmental Engineering, Waseda Univ., Shinjuku, Tokyo 169-8555, Japan (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Waseda Univ., Shinjuku, Tokyo 169-8555, Japan.

3. Guest Professor, Faculty of Science and Engineering, Waseda Univ., Shinjuku, Tokyo 169-8555, Japan.

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.1943-5592.0001227

Reference11 articles.

1. Dao D. L. and V. T. Nguyen. 2015. “Analysis of stayed-cable replacing solution for in-service cable stayed bridge in Vietnam.” Proc. Innovations in Construction—The 3rd Int. Conf. CIGOS ENS Cachan Paris France 89–98.

2. Investigation on the behaviours of long-span suspension bridge with self anchorage system;Kyaw N. N. M.;Int. J. Sci. Eng. Tech. Res.,2014

3. Vulnerability and Robustness of Corroded Large-Span Cable-Stayed Bridges under Marine Environment

4. Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part I: Bending moment acting on the deck

5. Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: Bending moment acting on the pylons and stress on the stays

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