Quantitative Resistance Assessment of SFRP-Strengthened RC Bridge Columns Subjected to Blast Loads
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202 (corresponding author). ORCID: .
2. Associate Professor, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202.
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.1943-5509.0001458
Reference23 articles.
1. Effects of blast loading on prestressed girder bridges;Cofer W.;Shock Vib.,2010
2. Modeling Concrete Masonry Walls Subjected to Explosive Loads
3. Full-scale experimental testing of the blast resistance of HPFRC and UHPFRC bridge decks
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