Cyclic axial response and energy dissipation of cold-formed steel framing members

被引：41

作者：

Padilla-Llano, David A. ^{[1
]}

Moen, Cristopher D. ^{[1
]}

Eatherton, Matthew R. ^{[1
]}

机构：

[1] Virginia Polytech Inst & State Univ, Dept Civil & Environm Engn, Blacksburg, VA 24061 USA

来源：

THIN-WALLED STRUCTURES | 2014年 / 78卷

关键词：

Cold-formed steel; Seismic energy dissipation; Hysteretic load-deformation behavior; Buckling; Thin-walled; HYSTERETIC BEHAVIOR; STRUTS;

D O I：

10.1016/j.tws.2013.12.011

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper summarizes results from an experimental program that investigated the cyclic axial behavior and energy dissipation of cold-formed steel C sections structural framing members. Fully characterized cyclic axial load-deformation response of individual members is necessary to facilitate performance-based design of cold-formed steel building systems. Specimen cross-section dimensions and lengths were selected to isolate specific buckling modes (i.e., local, distortional or global buckling). The cyclic loading protocol was adapted from FEMA 461 with target displacements based on elastic buckling properties. Cyclic response showed large post-buckling deformations, pinching, strength and stiffness degradation. Damage accumulated within one half-wave after buckling. The total hysteretic energy dissipated within the damaged half-wave decreased with increasing cross-section slenderness. More energy dissipation comes at the cost of less cumulative axial deformation before tensile rupture. (C) 2014 Elsevier Ltd. All rights reserved.

引用

页码：95 / 107

页数：13

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