Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading Part I:: Experimental research

被引：184

作者：

Fülöp, LA ^{[1
]}

Dubina, D ^{[1
]}

机构：

[1] Politehn Univ Timisoara, Dept Steel Struct & Struct Mech, Timisoara 1900, Romania

来源：

THIN-WALLED STRUCTURES | 2004年 / 42卷 / 02期

关键词：

light-gauge steel houses; shear wall; hysteretic behaviour;

D O I：

10.1016/S0263-8231(03)00063-6

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The ever-increasing need for housing generated the search for new and innovative building methods to increase speed, efficiency and enhance quality, one direction being the use of light thin steel profiles as load bearing elements and different materials for cladding. The same methodology can be employed to build small steel structures for offices, schools or other purposes. Earthquake behaviour of these structures is influenced, together with other parameters, by the hysteretic characteristics of the shear wall panels. Results of a full-scale shear test programme on wall panels are presented, together with some numerical results concerning expectable earthquake performance of this structural typology. (C) 2003 Elsevier Ltd. All rights reserved.

引用

页码：321 / 338

页数：18

共 14 条

[1]

*AISI, 1998, PUBL AISI

[2]

[Anonymous], 2002, DUCTILITY SEISMIC RE

[3]

*BUILD SEISM SAF C, 1997, FEMA 273 NEHRP GUID

[4]

DEMATTEIS G, 1998, THESIS U STUDI NAPOL

[5]

ECCS, 1985, Recommended testing procedure for assessing the behaviour of structural steel elements under cyclic loads

[6] Earthquake ductility and overstrength in residential structures [J].

Gad, EF ;

Chandler, AM ;

Duffield, CF ;

Hutchinson, GL .

STRUCTURAL ENGINEERING AND MECHANICS, 1999, 8 (04) :361-382

[7]

GAD EF, 2000, 12 WORLD C EARTHQ EN

[8]

KAWAI Y, 1999, 79 NIPP STEEL TECHN

[9]

KAWAI Y, 1997, ASCE STRUCT C POL

[10]

PEKOZ T, 1995, PUBLICATION SWEDISH, V154

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