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

被引：78

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 13 条

[1]

*AM IR STEEL I, 2007, S20007 AISI

[2]

*AM IR STEEL I, 1930, S23007WS208 AISI

[3]

*AM IR STEEL I, 2007, S21307 AISI

[4]

*AM IR STEEL I, 2003, AISI MAN

[5]

[Anonymous], 1985, European Convention on Spectator Violence and Misbehaviour at Sports Events and in Particular at Football Matches (ETS 120)

[6] Performance of stiffened and unstiffened cold-formed channel members in axial compression [J].

El-Sheikh, AI ;

El-Kassas, EMA ;

Mackie, RI .

ENGINEERING STRUCTURES, 2001, 23 (10) :1221-1231

[7]

FULOP L, 2002, 16 INT SPEC C COLD F, P483

[8] Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading Part II:: Numerical modelling and performance analysis [J].

Fülöp, LA ;

Dubina, D .

THIN-WALLED STRUCTURES, 2004, 42 (02) :339-349

[9] Lateral performance of cold-formed steel-framed domestic structures [J].

Gad, EF ;

Duffield, CF ;

Hutchinson, GL ;

Mansell, DS ;

Stark, G .

ENGINEERING STRUCTURES, 1999, 21 (01) :83-95

[10]

Kawai Y., 1997, ASCE STRUCT C POL US, P433

← 1 2 →