Early-Age Behavior of an Adjacent Prestressed Concrete Box-Beam Bridge Containing UHPC Shear Keys with Transverse Dowels-Reference-Cited by-同舟云学术

Early-Age Behavior of an Adjacent Prestressed Concrete Box-Beam Bridge Containing UHPC Shear Keys with Transverse Dowels

Published:2017-05 Issue:5 Volume:22 Page:04017007
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Semendary Ali A.¹,Walsh Kenneth K.²,Steinberg Eric P.³

Affiliation:

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

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

3. Professor, 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.1943-5592.0001034

Reference17 articles.

1. First-generation ABC system, evolving design, and half a century of performance: Michigan side-by-side box-beam bridges;Attanayake U.;J. Perform. Constr. Facil.,2014

2. Dong X. (2002). “Traffic forces and temperature effects on shear key connections for adjacent box girder bridge.” Ph.D. dissertation Univ. of Cincinnati Cincinnati OH.

3. Transverse Design of Adjacent Precast Prestressed Concrete Box Girder Bridges

4. Transverse post-tensioning arrangement for side-by-side box-beam bridges

5. Hanna K. E. (2008). “Behavior of adjacent precast prestressed concrete box girder bridges.” Ph.D. dissertation Univ. of Nebraska–Lincoln Lincoln NE.

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