Testing of steel sheathed cold-formed steel trussed shear walls

被引：52
作者：
Tian, Hui-Wen [1 ]
Li, Yuan-Qi [1 ,2 ]
Yu, Cheng [3 ]
机构：
[1] Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
[2] State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[3] Univ N Texas, Dept Engn Technol, Denton, TX 76207 USA
来源：
THIN-WALLED STRUCTURES | 2015年 / 94卷
关键词：
Cold-formed steel; Shear wall; Truss; Corrugated steel sheathing; Lateral loading; Connection;
D O I：
10.1016/j.tws.2015.04.009
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This research is focused on the behavior of a novel cold-formed steel (CFS) shear wall system- steel sheathed cold-formed steel trussed shear wall (SSCFSTSW), which is different in skeleton configuration compared to conventional steel sheathed CFS framed shear wall. A test program was conducted on shear walls of various configurations. The walls differed in sheathing, chord studs and skeleton configurations. The results indicated that SSCFSTSW gave a significantly higher ultimate strength than that obtained from conventional shear walls. Based on the results, detailed discussion of the influence of different configurations on the performance of shear walls is given. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码：280 / 292
页数：13
相关论文
共 17 条
[1]  
AISI, 2007, AISI S100
[2]  
American Iron and Steel Institute (AISI), 2007, S213 AISI
[3]  
American Society for Testing and Materials (ASTM), 2007, ASTM E2126
[4]   Design of steel sheathed cold-formed steel framed shear walls [J].
Balh, N. ;
DaBreo, J. ;
Ong-Tone, C. ;
El-Saloussy, K. ;
Yu, C. ;
Rogers, C. A. .
THIN-WALLED STRUCTURES, 2014, 75 :76-86
[5]  
Balh N., 2010, THESIS MCGILL U MONT
[6]  
China Academy of Building Research, 1996, 101 JGJ CHIN AC BUIL
[7]  
China National Standardization Management Committee, 2010, 2281 GBT CHIN NAT ST
[8]  
Chinese National Standard, 1995, 6183 CNS
[9]   Steel sheathed cold-formed steel framed shear walls subjected to lateral and gravity loading [J].
DaBreo, J. ;
Balh, N. ;
Ong-Tone, C. ;
Rogers, C. A. .
THIN-WALLED STRUCTURES, 2014, 74 :232-245
[10]  
DaBreo J., 2012, THESIS MCGILL U MONT
12