Time-Dependent Reliability and Redundancy of Corroded Prestressed Concrete Bridges at Material, Component, and System Levels-Reference-Cited by-同舟云学术

Time-Dependent Reliability and Redundancy of Corroded Prestressed Concrete Bridges at Material, Component, and System Levels

Published:2019-09 Issue:9 Volume:24 Page:04019085
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Tu Bing¹,Dong You²^ORCID,Fang Zhi³

Affiliation:

1. Assistant Professor, School of Civil Engineering and Architecture, Guangxi Univ., Nanning, Guangxi, 530004, China; formerly, Research Associate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

2. Assistant Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author). ORCID: .

3. Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

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.1943-5592.0001461

Reference67 articles.

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2. Parametric study on the behavior of short span composite bridge girders strengthened with carbon fiber reinforced polymer plates

3. Al-Zaid R. Z. 1986. “Reliability of prestressed concrete girder bridges.” Ph.D. thesis Dept. of Civil and Environmental Engineering Univ. of Michigan.

4. Load Distribution of Existing Solid Slab Bridges Based on Field Tests

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