Probabilistic Approach to Integrating Thermal Effects in Camber and Stress Analyses of Concrete Beams-Reference-Cited by-同舟云学术

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Probabilistic Approach to Integrating Thermal Effects in Camber and Stress Analyses of Concrete Beams

Published:2020-04 Issue:4 Volume:25 Page:04020010
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Honarvar Ebadollah¹,Sritharan Sri²,Rouse Jon Matt³,Meeker William Q.⁴^ORCID

Affiliation:

1. Bridge Engineer, Jacobs, 500 7th Ave., Floor 17, New York, NY 10018 (corresponding author).

2. Wilkinson Chair and Interim Assistant Dean, College of Engineering, Iowa State Univ., Ames, IA 50011.

3. Senior Lecturer, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA 50011.

4. Distinguished Professor, Dept. of Statistics, Iowa State Univ., Ames, IA 50011. ORCID: .

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.1943-5592.0001537

Reference11 articles.

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

2. Iowa DOT. 2011. “Index of beam standards.” Accessed April 26 2011. http://www.iowadot.gov/bridge/standards/english/EnglishBeams.pdf.

3. Behavior of precast prestressed concrete bridge girders involving thermal effects and initial imperfections during construction

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