Temperature Effects on Horizontally Curved Concrete Box-Girder Bridges with Single-Column Piers-Reference-Cited by-同舟云学术

Temperature Effects on Horizontally Curved Concrete Box-Girder Bridges with Single-Column Piers

Published:2019-05 Issue:3 Volume:32 Page:04019008
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

Lei Xiao¹,Jiang Hanwan²^ORCID,Wang Jie³

Affiliation:

1. Assistant Professor, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Wisconsin Platteville, 1 University Plaza, Platteville, WI 53818 (corresponding author). ORCID: .

3. Research Assistant, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AS.1943-5525.0000992

Reference14 articles.

1. Temperature Variations in Concrete Bridges

2. Cracking Due to Thermal Effects on Bridges

3. Effect of Differential Temperature on a Curved Post-Tensioned Concrete Bridge

4. Does the bridge go away by the sun or not?—Accident analysis of a certain grade separation a ramp bridge in Shenzheng City;He B. L.;Urban Roads Bridges Flood Control,2002

5. Analysis of temperature effects of curved bridge under different gradient temperature load;He X.;J. Hefei Univ. Technol. (Nat. Sci.),2012

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