Rehabilitation and Retrofitting of a Multispan Simply-Supported Adjacent Box Girder Bridge into a Jointless and Continuous Structure-Reference-Cited by-同舟云学术

Rehabilitation and Retrofitting of a Multispan Simply-Supported Adjacent Box Girder Bridge into a Jointless and Continuous Structure

Published:2018-02 Issue:1 Volume:32 Page:04017112
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Xu Zhen¹^ORCID,Chen Baochun²,Zhuang Yizhou³,Tabatabai Habib⁴,Huang Fuyun⁵

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Fuzhou Univ., 2 Xueyuan Rd., Minhou, Fuzhou, Fujian 350116, China. ORCID: .

2. Professor, College of Civil Engineering, Fuzhou Univ., 2 Xueyuan Rd., Minhou, Fuzhou, Fujian 350116, China.

3. Professor, College of Civil Engineering, Fuzhou Univ., 2 Xueyuan Rd., Minhou, Fuzhou, Fujian 350116, China; Professor, College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, 18 Chaowang Rd., Hangzhou, Zhejiang 310014, China (corresponding author).

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Milwaukee, Milwaukee, WI 53211.

5. Associate Professor, College of Civil Engineering, Fuzhou Univ., 2 Xueyuan Rd., Minhou, Fuzhou, Fujian 350116, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001107

Reference19 articles.

1. Non-structural cracks and synthetic fibers control in concrete;Dai J. G.;J. Build. Struct.,2000

2. Integral transformation design of multi-span hollow slab simply-supported bridge;Dong J. C.;J. Archit. Civil Eng.,2015

3. Jointless retrofit design and construction of a multi-span simply supported hollow slab bridge;Dong J. C.;J. China Foreign Highway,2015

4. Dong X. (2002). “Traffic forces and temperature effects on shear key connection for adjacent box girder bridge.” Ph.D. dissertation Univ. of Cincinnati Cincinnati.

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