Comparison on seismic resilience of hybrid, isolation, and damping control reinforced concrete frame-shear wall buildings-Reference-Cited by-同舟云学术

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Comparison on seismic resilience of hybrid, isolation, and damping control reinforced concrete frame-shear wall buildings

Published:2023-12 Issue: Volume:58 Page:105481
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Wang Xinyu,Xie Linlin,Liu Qianmin

Funder

Institute of Engineering Mechanics, China Earthquake Administration

National Natural Science Foundation of China

Beijing University of Civil Engineering and Architecture

Publisher

Elsevier BV

Subject

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

Reference29 articles.

1. Quantitative evaluation and improvement of seismic resilience of a tall frame shear wall structure;Lu;Struct Des Tall Spec Build,2022

2. Comparative study on seismic resilience of a RC frame-shear wall structure before and after seismic reduction in high seismic region;Xie;Build Struct,2023

3. Investigation on the resilience-based seismic design of isolated RC frame-shear wall structures;Xie;Eng Mech,2023

4. Case study based on Standard for seismic resilience assessment of buildings;Wang;Build Struct,2020

5. Seismic resilience assessment of the multi-story frame middle school teaching building reinforced by buckling restrained brace;Xiong,2022

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