Effects of Temperature Variations on Precast, Prestressed Concrete Bridge Girders-Reference-Cited by-同舟云学术

Effects of Temperature Variations on Precast, Prestressed Concrete Bridge Girders

Published:2005-03 Issue:2 Volume:10 Page:186-194
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Barr P. J.¹²³,Stanton J. F.¹²³,Eberhard M. O.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., Box 4110, Logan, UT 84322.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Box 352700, Seattle, WA 98195.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Box 352700, Seattle, WA 98195.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282005%2910%3A2%28186%29

Reference23 articles.

1. Acker P. and Hassan M. (1978). “Prestress loss of thermal origin during production of pretensioned concrete elements.” Rep. LPC No. 78 Laboratoire Central des Ponts et Chaussees Paris (in French).

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