Numerical and analytical modeling of seismic behavior of beam-column joints retrofitted with ultra-high performance fiber reinforced concrete-Reference-Cited by-同舟云学术

Numerical and analytical modeling of seismic behavior of beam-column joints retrofitted with ultra-high performance fiber reinforced concrete

Published:2021-08 Issue: Volume:32 Page:1986-2003
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Bahraq Ashraf A.^ORCID,Al-Osta Mohammed A.^ORCID,Khan Muhammad I.^ORCID,Ahmad Shamsad^ORCID

Funder

King Fahd University of Petroleum & Minerals

Publisher

Elsevier BV

Subject

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

Reference72 articles.

1. ACI-ASCE Committee 352, “Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures (ACI 352-02).” Farmington Hills, pp. 1–37, 2002.

2. Lessons learned from the Kobe earthquake;Muguruma;PCI J,1995

3. Pohoryles, D. A. Melo, J. Rossetto, T. Varum, H. Bisby, L. “Seismic Retrofit Schemes with FRP for Deficient RC Beam-Column Joints: State-of-the-Art Review,” J. Compos. Constr., vol. 23, no. 4, 2019, doi: 10.1061/(ASCE)CC.1943-5614.0000950.

4. Repair and Strengthening of Reinforced Concrete Beam-Column Joints: State of the Art;Engindeniz;ACI Struct. J,2006

5. Retrofitting of Reinforced Concrete Beam-Column Joints by Composites—Part I: Experimental Study;Kaya;ACI Struct. J,2019

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