Temperature Effects on a Box-Girder Integral-Abutment Bridge-Reference-Cited by-同舟云学术

Temperature Effects on a Box-Girder Integral-Abutment Bridge

Published:2014-06 Issue:3 Volume:28 Page:583-591
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Rodriguez Leo E.¹,Barr Paul J.²,Halling Marv W.³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Utah State Univ., 4110 Old Main Hill, Logan, UT 84332-4110.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., 4110 Old Main Hill, Logan, UT 84332-4110 (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., 4110 Old Main Hill, Logan, UT 84332-4110.

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.1943-5509.0000437

Reference16 articles.

1. Effects of Temperature Variations on Precast, Prestressed Concrete Bridge Girders

2. Thermal Actions for Concrete Bridge Design

3. Effects of Temperature Variations on the In-Plane Stability of Steel Arch Bridges

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