Structural and Operational Safety Evaluation of a Long-Span Continuous Beam Bridge with an Excessive Deflection in Urban Rail Transit-Reference-Cited by-同舟云学术

Structural and Operational Safety Evaluation of a Long-Span Continuous Beam Bridge with an Excessive Deflection in Urban Rail Transit

Published:2023-04 Issue:2 Volume:37 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Shan Jie¹^ORCID,Liu Mengbo²,Ma Jiapei³,Xiao Junhua⁴,Wu Nan⁵,Li Zaiwei⁶

Affiliation:

1. Ph.D. Candidate, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., 4800 Caoan Rd., Shanghai 201804, China. ORCID: .

2. Postdoctoral Research Fellow, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., 4800 Caoan Rd., Shanghai 201804, China.

3. Ph.D. Candidate, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., 4800 Caoan Rd., Shanghai 201804, China.

4. Professor, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., 4800 Caoan Rd., Shanghai 201804, China (corresponding author).

5. Senior Engineer, Dept. of Mechanical and Electrical Engineering, Suzhou City Univ., 1188 Wuzhong Rd., Suzhou 215104, China.

6. Professor, School of Urban Rail Transportation, Shanghai Univ. of Engineering Science, 333 Longteng Rd., Shanghai 201620, 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-4222

Reference33 articles.

1. Mechanistic quantification of RC bridge damage states under earthquake through fragility analysis

2. Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms

3. Long-Term Deflection of Prestressed Concrete Bridge Considering Nonuniform Shrinkage and Crack Propagation by Equivalent Load Approach

4. State-of-the-Art Review on Determining Prestress Losses in Prestressed Concrete Girders

5. Eigenfrequencies of continuous prestressed concrete bridges subjected to prestress losses