Reinforced-Concrete Shear Walls Retrofitted Using Weakening and Self-Centering: Numerical Modeling-Reference-Cited by-同舟云学术

Reinforced-Concrete Shear Walls Retrofitted Using Weakening and Self-Centering: Numerical Modeling

Published:2020-07 Issue:7 Volume:146 Page:04020122
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Basereh Sina¹,Okumus Pinar²,Aaleti Sriram³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260 (corresponding author).

2. Associate Professor, Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260.

3. Associate Professor, Dept. of Civil, Construction and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL 35487.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002669

Reference41 articles.

1. Cyclic tests on seismically damaged reinforced concrete walls strengthened using fiber-reinforced polymer reinforcement;Antoniades K. K.;ACI Struct. J.,2003

2. Strengthening of non-conforming RC shear walls using different steel configurations

3. REPAIR AND RETROFITTING OF RC WALLS USING SELECTIVE TECHNIQUES

4. A validated numerical model for predicting the in-plane seismic response of lightly reinforced, low-aspect ratio reinforced concrete shear walls

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