Causes and Retrofits of Fatigue Cracking in the Braced Truss of Steel Box-Girder Longitudinal Diaphragms on a Cable-Stayed Bridge-Reference-Cited by-同舟云学术

Causes and Retrofits of Fatigue Cracking in the Braced Truss of Steel Box-Girder Longitudinal Diaphragms on a Cable-Stayed Bridge

Published:2024-04 Issue:2 Volume:38 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Li Xincheng¹,Fu Zhongqiu²,Zhang Haoming³,Wang Zan³,Ji Bohai⁴

Affiliation:

1. Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, PR China.

2. Professor, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, PR China (corresponding author).

3. Master’s Student, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, PR China.

4. Professor, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4516

Reference21 articles.

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2. Bernard J. S. Franziska and A. C. Moisés. 2019. “Fatigue assessment of Normandy bridge under traffic loading.” In Proc. 8th Int. Conf. on Weigh-In-Motion edited by B. Jacob and F. Schmidt 214–223. Washington DC: National Academies of Sciences Engineering and Medicine.

3. Collapse of Steel Bridges

4. Vehicle loading identification and its characteristics of Sutong Bridge in operation;Chen A. R.;J. Chongqing Jiaotong Univ.,2013

5. Bridge Reliability Assessment Based on Monitoring