Behavior of RC T-Beams Strengthened in Shear with CFRP under Cyclic Loading-Reference-Cited by-同舟云学术

Behavior of RC T-Beams Strengthened in Shear with CFRP under Cyclic Loading

Published:2013-02 Issue:2 Volume:18 Page:99-109
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Bae Sang-Wook¹,Murphy Michael²,Mirmiran Amir³,Belarbi Abdeldjelil⁴

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Texas Tech Univ., Lubbock, TX 79424.

2. Associate II, Washington, DC., Office, Construction Technology Laboratories (CTLGroup), 9030 Red Branch Rd., Columbia, MD 21044.

3. Professor and Dean, College of Engineering and Computing, Florida International Univ., Miami, FL 33174.

4. Hugh Roy and Lillie Cranz Cullen Professor and Department Chair, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003 (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.1943-5592.0000332

Reference31 articles.

1. American Concrete Institute (ACI). (1974). Abeles Symposium Fatigue of Concrete American Concrete Institute Farmington Hills MI.

2. 2009 Report Card for America's Infrastructure

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