Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads
Author:
Affiliation:
1. Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202 (corresponding author). ORCID: .
2. Professor, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202.
Publisher
American Society of Civil Engineers (ASCE)
Link
https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6821
Reference39 articles.
1. AASHTO. 2002. Standard specifications for highway bridges. 17th ed. Washington, DC: AASHTO.
2. AASHTO. 2020. LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.
3. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete and commentary. ACI 318-19. Farmington Hills, MI: ACI.
4. Quantitative Resistance Assessment of SFRP-Strengthened RC Bridge Columns Subjected to Blast Loads
5. Modelling blast effects on a reinforced concrete bridge;Andreou M.;Adv. Civ. Eng.,2016
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