Monotonic shear tests of cold-formed steel wall frames with sheathing

被引：74

作者：

Pan, Chi-Ling ^{[1
]}

Shan, Ming-Yang ^{[2
]}

机构：

[1] Chaoyang Univ Technol, Dept Construct Engn, Wufong 413, Taichung Cty, Taiwan

[2] Chen Shui Univ Technol, Dept Civil Engn, Niaosong 833, Kaohsiung Cty, Taiwan

来源：

THIN-WALLED STRUCTURES | 2011年 / 49卷 / 02期

关键词：

Cold-formed steel; Shear test; Wall frame; Ductility ratio; PERFORMANCE;

D O I：

10.1016/j.tws.2010.10.004

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This research is focused on the experimental study of the structural strength of cold-formed steel wall frames with sheathing under monotonic shear loading. Two aspect ratios, 1.0 and 2.0 were utilized in the design of wall specimens. Three different kinds of sheathing material, gypsum board, calcium silicate board, and oriented-strand board, with two different thicknesses (9 and 12 mm) were adopted in the test specimens. The ultimate strength, stiffness, energy absorption, and ductility ratio were studied for each test specimen. In final, the ductility ratios of the cold-formed steel wall frames similar to the wall configuration conducted in this study are proposed. (C) 2010 Elsevier Ltd. All rights reserved.

引用

页码：363 / 370

页数：8

共 50 条

[31] Cold-formed steel framed shear wall test database
Zhang, Zhidong
Eladly, Mohammed M.
Rogers, Colin A.
Schafer, Benjamin W.
EARTHQUAKE SPECTRA, 2024, 40 (01) : 871 - 884
[32] Behavior of cold-formed steel shear walls sheathed with high-capacity sheathing
Derveni, Fani
Gerasimidis, Simos
Peterman, Kara D.
Engineering Structures, 2021, 225
[33] Behavior of cold-formed steel shear walls sheathed with high-capacity sheathing
Derveni, Fani
Gerasimidis, Simos
Peterman, Kara D.
ENGINEERING STRUCTURES, 2020, 225
[34] COLD-FORMED STEEL WALL PANELS: SHEATHING BRACED DESIGN CONCEPTS FOR FLEXURAL LOADING
Selvaraj, Sivaganesh
Madhavan, Mahendrakumar
PROCEEDINGS OF THE 9TH INTERNATIONAL CONFERENCE ON STEEL AND ALUMINIUM STRUCTURES (ICSAS19), 2019, : 570 - 583
[35] Numerical modelling and design of unlined cold-formed steel wall frames
Telue, Y
Mahendran, M
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2004, 60 (08) : 1241 - 1256
[36] Investigation on sheathing-fastener connection failures in cold-formed steel wall panels
Selvaraj, Sivaganesh
Madhavan, Mahendrakumar
STRUCTURES, 2019, 20 : 176 - 188
[37] Buckling behaviour of cold-formed steel wall frames lined with plasterboard
Telue, Y
Mahendran, M
LIGHT-WEIGHT STEEL AND ALUMINIUM STRUCTURES, 1999, : 37 - 44
[38] Shear capacity of cold-formed light-gauge steel framed shear-wall panels with fiber cement board sheathing
Khaliq, Wasim
Moghis, Ahmed
INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2017, 17 (04) : 1404 - 1414
[39] Shear capacity of cold-formed light-gauge steel framed shear-wall panels with fiber cement board sheathing
Wasim Khaliq
Ahmed Moghis
International Journal of Steel Structures, 2017, 17 : 1404 - 1414
[40] Behavior of cold-formed steel wall panels under monotonic horizontal loading
Baran, Eray
Alica, Cagatay
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2012, 79 : 1 - 8

← 1 2 3 4 5 →