Experimental and numerical study on seismic behavior of high energy-consuming resilient concrete shear walls reinforced by CFRP bars and magnetorheological dampers-Reference-Cited by-同舟云学术

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Experimental and numerical study on seismic behavior of high energy-consuming resilient concrete shear walls reinforced by CFRP bars and magnetorheological dampers

Published:2024-10 Issue: Volume:68 Page:107210
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zhao Jun,Zhao Yi,Shen Fuqiang,Li Xiaopeng,Yin Lu

Funder

People's Government of Henan Province

Department of Human Resources and Social Security of Henan Province

Ministry of Science and Technology of the People's Republic of China

Ministry of Education of the People's Republic of China

Publisher

Elsevier BV

Reference37 articles.

1. Impact of aftershocks and uncertainties on the seismic evaluation of non-ductile reinforced concrete frame buildings;Han;Eng Struct,2015

2. New structural system for earthquake resilient design;Lu;J Earthq Tsunami,2013

3. The 2008 Wenchuan earthquake and earthquake prediction in China;Chen;B Seismol Soc Am,2010

4. Recent earthquakes and the need for a new philosophy for earthquake resistant design;Takagi;Soil Dyn Earthq Eng,2019

5. Seismic behavior of slab-structural wall junction of RC building;Kaushik;Earthq Eng Eng Vib,2019

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