Sheathed cold-formed steel housing: A seismic design procedure

被引：36

作者：

Fiorino, Luigi ^{[2
]}

Iuorio, Ornella ^{[1
]}

Landolfo, Raffaele ^{[1
]}

机构：

[1] Univ Naples Federico 2, Dept Construct & Math Methods Architecture, Naples, Italy

[2] Univ Naples Federico 2, Dept Struct Engn, Naples, Italy

来源：

THIN-WALLED STRUCTURES | 2009年 / 47卷 / 8-9期

关键词：

Design nomographs; Cold-formed steel; Linear dynamic analysis; Nonlinear static analysis; Seismic design; Sheathing panels; Housing; PANEL SHEAR WALLS; BEHAVIOR; FRAME; CONNECTIONS; TESTS;

D O I：

10.1016/j.tws.2009.02.004

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Nowadays, different research teams are engaged on experimental and theoretical Studies having as main aim the evaluation of seismic performance of sheathed cold-formed steel frame Structures. Although a relatively large number of experimental and theoretical studies are available, the development Of useful tools for the seismic design should be improved. As an attempt to overcome this lack, this paper aims to present a structural design procedure that allows, through the definition of three design nomographs, the screw spacing and all the shear walls components to be obtained on the basis of linear dynamic or nonlinear static seismic analysis. In addition, a procedure for the prediction of the whole pushover response curve of sheathed cold-formed steel shear walls, which can be advantageously used for developing the design nomographs, is presented. (C) 2009 Elsevier Ltd. All rights reserved.

引用

页码：919 / 930

页数：12

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