Effects of Temperature Distributions on Thermally Induced Behavior of UHPC Shear Key Connections of an Adjacent Precast Prestressed Concrete Box Beam Bridge-Reference-Cited by-同舟云学术

Effects of Temperature Distributions on Thermally Induced Behavior of UHPC Shear Key Connections of an Adjacent Precast Prestressed Concrete Box Beam Bridge

Published:2019-02 Issue:2 Volume:24 Page:04018115
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Semendary Ali A.¹^ORCID,Steinberg Eric P.²,Walsh Kenneth K.³,Barnard Elné⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701 (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701.

3. Associate Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701.

4. Graduate Research Assistant, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701.

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.1943-5592.0001346

Reference16 articles.

1. Dong X. 2002. “Traffic forces and temperature effects on shear key connections for adjacent box girder bridge.” Doctoral dissertation Univ. of Cincinnati.

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