Performance and Capacity Assessment of Concrete Barriers Subject to Lateral Loading-Reference-Cited by-同舟云学术

Performance and Capacity Assessment of Concrete Barriers Subject to Lateral Loading

Published:2021-12 Issue:12 Volume:26 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cao Ran¹^ORCID,El-Tawil Sherif²^ORCID,Agrawal Anil Kumar³,Wong Waider⁴

Affiliation:

1. Associate Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109. ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, City College of the City Univ. of New York, New York, NY 10031.

4. Engineer, Resource Center, Office of Innovation Implementation, Federal Highway Administration, Baltimore, MD 21201.

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.1943-5592.0001789

Reference17 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. ACI (American Concrete Institute). 2011. Building code requirements for structural concrete (318-11) and commentary-(318R-11). Detroit, MI: ACI.

3. Agrawal, A. K., S. El-Tawil, R. Cao, X. Xu, X. Chen, and W. Wong. 2018. A performance based approach for loading definition of heavy vehicle impact events. FHWA-HIF-18-062. McLean, VA: Federal Highway Administration.

4. Concrete bridge barriers reinforced with glass fibre-reinforced polymer: static tests and pendulum impacts

5. Alberson, D. C., W. F. Williams, and W. L. Menges. 2005. Testing and evaluation of the Florida F shape bridge rail with reduced deck thickness. FHWA/TX-05/9-8132-3. College Station, TX: Texas Dept. of Transportation.

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