Structural Behavior of Debonded Link-Slabs in Continuous Bridge Decks-Reference-Cited by-同舟云学术

Structural Behavior of Debonded Link-Slabs in Continuous Bridge Decks

Published:2019-05 Issue:5 Volume:24 Page:04019030
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Gergess Antoine N.¹^ORCID,Hawi Philippe F.²

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Balamand, El-Koura P.O. Box 100, Lebanon (corresponding author). ORCID: .

2. Ph.D. Student, Univ. of Southern California, 3620 South Vermont Ave, KAP 130, Los Angeles, California 90089; formerly, Lecturer, Dept. of Civil Engineering, Univ. of Balamand, El-Koura P.O. Box 100, Lebanon.

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.1943-5592.0001388

Reference12 articles.

1. Eliminating Deck Joints Using Debonded Link Slabs: Research and Field Tests in Ontario

2. Behavior and Design of Link Slabs for Jointless Bridge Decks

3. El-Safty A. K. 1994. “Behavior of jointless bridge decks.” Ph.D. dissertation Dept. of Civil Engineering North Carolina State Univ.

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