Capacity Evaluation of a Prestressed Concrete Adjacent Box Girder with Longitudinal Cracks in the Web-Reference-Cited by-同舟云学术

Capacity Evaluation of a Prestressed Concrete Adjacent Box Girder with Longitudinal Cracks in the Web

Author:

Yuan Aimin¹,Qian Shoulong²,He Yu²,Zhu XiaoWen³

Affiliation:

1. Associate Professor, Dept. of Civil and Transportation Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing 210098, China (corresponding author).

2. Postgraduate, Dept. of Civil and Transportation Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing 210098, China.

3. Senior Engineer, Corporation of Jiangsu Transportation Science Institute, No. 223 Shuiximen Rd., Nanjing 210017, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference18 articles.

3. Analysis on mechanical properties of damaged hollow plate girder under prestress;Chen W.;Technol. Highway Transp.,2009

5. Ministry of Communications of China. (1989). “General specifications for design of highway bridges and culverts.” JTJ 021-89 Beijing (in Chinese).

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