Temperature Gradients in Bridge Concrete I-Girders under Heat Wave-Reference-Cited by-同舟云学术

Temperature Gradients in Bridge Concrete I-Girders under Heat Wave

Published:2019-08 Issue:8 Volume:24 Page:04019077
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hagedorn Ryan¹,Martí-Vargas José R.²,Dang Canh N.³,Hale W. Micah⁴,Floyd Royce W.⁵

Affiliation:

1. Structural Engineer, Bob D. Campbell & Company, 4338 Belleview Ave., Kansas City, MO 64111.

2. Professor, Institute of Concrete Science and Technology (ICITECH), Univ. Politècnica de València, Valencia 46022, Spain.

3. Department for Management of Science and Technology Development, Ton Duc Thang University, Ho Chi Minh City 700000, Vietnam; Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City 700000, Vietnam (corresponding author).

4. Professor, Dept. of Civil Engineering, Univ. of Arkansas, Fayetteville, AR 72701.

5. Assistant Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019.

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.1943-5592.0001454

Reference19 articles.

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

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