Experimental seismic behaviors of different connections to CFST end-columns in shear walls-Reference-Cited by-同舟云学术

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Experimental seismic behaviors of different connections to CFST end-columns in shear walls

Published:2022-09 Issue: Volume:196 Page:107385
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Yu Yujie,Luo Yongqi,Lin Siwen,Wei Biao,Jiang Lizhong,Liu Qingzhi

Funder

Department of Transportation of Hunan Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Analysis of a multi-story reinforced concrete residential building damaged under its self-weight;Korkmaz;Eng. Fail. Anal.,2019

2. Environmental performances of residential buildings with a structure in cold formed steel or reinforced concrete;Vitale;J. Clean. Prod.,2018

3. Seismic performance of high-strength steel framed-tube structures with web-bolted double-channel shear links;Lian;Struct. Design Tall Spec. Build.,2021

4. Seismic performance of prefabricated sheathed cold-formed thin-walled steel buildings: shake table test and numerical analyses;Guan;J. Constr. Steel Res.,2020

5. A review of the behaviour and design of steel–concrete composite shear walls;Mo;Structures.,2021

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