Parametric Effects on Evaluation of an Impact-Damaged Prestressed Concrete Bridge Girder Repaired by Externally Bonded Carbon-Fiber-Reinforced Polymer Sheets-Reference-Cited by-同舟云学术

Parametric Effects on Evaluation of an Impact-Damaged Prestressed Concrete Bridge Girder Repaired by Externally Bonded Carbon-Fiber-Reinforced Polymer Sheets

Published:2015-12 Issue:6 Volume:29 Page:04014147
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Azimi Hossein¹,Sennah Khaled²

Affiliation:

1. Postdoctoral Fellow, Civil Engineering Dept., Ryerson Univ., 350 Victoria, Toronto, ON, Canada M5B 2K3 (corresponding author).

2. Professor, Civil Engineering Dept., Ryerson Univ., 350 Victoria, Toronto, ON, Canada M5B 2K3.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000544

Reference21 articles.

1. AASHTO. (2012). LRFD bridge design specifications 6th Ed. Washington DC.

2. AASHTO. (2013). Manual for bridge evaluation 2nd Ed. Washington DC.

3. Parapet Strength and Contribution to Live-Load Response for Superload Passages

4. Bridge evaluation by mean load method per the Canadian Highway Bridge Design Code

5. Azimi H. and Sennah K. (2013). “Evaluation of an impact-damaged prestressed concrete girder bridge repaired using externally bonded CFRP sheets.” Proc. Canadian Society for Civil Engineering (CSCE) Annual General Conf.

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