Double-Tensioned Steel Strands Vertical Prestress System on the Webs of Long-Span PC Box-Girder Bridges-Reference-Cited by-同舟云学术

Double-Tensioned Steel Strands Vertical Prestress System on the Webs of Long-Span PC Box-Girder Bridges

Published:2021-06 Issue:6 Volume:26 Page:05021005
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Yang¹,Zhu Yanping²,Shao Xudong³,Li Bin⁴

Affiliation:

1. Associate Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

2. Ph.D. Candidate, Dept. of Bridge Engineering, Hunan Univ., Changsha 410082, China; Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65401 (corresponding author).

3. Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

4. Graduate Student, Dept. of Bridge Engineering, Hunan Univ., Changsha 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.1943-5592.0001715

Reference19 articles.

1. Prestressed concrete bridges;Brice F. B.;J. Constr. Div.,1977

2. Vertical prestressing loss in the box girder of long-span PC continuous bridges;Fang Z.;China Civ. Eng. J.,2006

3. Cause and counter measure of slab cracks of prestressed concrete continuous box girder;Jiang K. B.;J. PLA Univ. Sci. Technol.,2005

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