Fatigue Behavior of a Steel-Free FRP–Concrete Modular Bridge Deck System-Reference-Cited by-同舟云学术

Fatigue Behavior of a Steel-Free FRP–Concrete Modular Bridge Deck System

Published:2006-07 Issue:4 Volume:11 Page:474-488
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cheng Lijuan¹²,Karbhari Vistasp M.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Davis, One Shields Ave., Davis, CA 95616; formerly, Graduate Research Assistant, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

2. Professor, Dept. of Structural Engineering, MC-0085, Univ. of California, San Diego, La Jolla, CA 92093-0085 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282006%2911%3A4%28474%29

Reference16 articles.

1. Benmokrane B. Masmoudi R. Chekired M. Rahmen H. Debbache Z. and Tadros G. (1999). “Design construction and monitoring of fiber reinforced polymer reinforced concrete bridge deck.” Proc. 4th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures American Concrete Institute Detroit 87–102.

2. Compositely Acting FRP Deck and Girder System

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