Effect of Shear Stud Connections on Dynamic Response of an FRP Deck Bridge under Moving Loads-Reference-Cited by-同舟云学术

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Effect of Shear Stud Connections on Dynamic Response of an FRP Deck Bridge under Moving Loads

Published:2013-07 Issue:7 Volume:18 Page:644-652
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Jiang Xin¹,Ma Zhongguo John²,Song Jing¹

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010 (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%29BE.1943-5592.0000401

Reference26 articles.

1. AASHTO. (1998). LRFD bridge design specifications Washington DC.

2. Dynamic Response of Three Fiber Reinforced Polymer Composite Bridges

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