Buckling behavior of cold-formed zed-purlins partially restrained by steel sheeting

Thin-Walled Structures

Volumn 40, Issue 10, 2002, Pages 853-864

  Ye, Zhi ming ^a   Kettle, Roger J ^b   Li, Long yuan ^b   Schafer, Benjamin W ^c  

^a SHANGHAI UNIVERSITY   (China)

^b ASTON UNIVERSITY   (United Kingdom)

^c Johns Hopkins University   (United States)

Author keywords

Buckling; Cold formed; Instabili ty; Purlin; Restrained; Sheeting; Steel; Thin walled

Indexed keywords

BUCKLING; METAL FORMING; STEEL SHEET; STRESS ANALYSIS; STRUCTURAL LOADS; THIN WALLED STRUCTURES; TORSIONAL STRESS;

COLD FORMING;

STEEL STRUCTURES;

EID: 0036778740     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(02)00029-0     Document Type: Article

References (16)

1. Load tests on full-scale cold formed steel roofs
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3. Recent research advances in cold-formed steel structures
4. The behavior of purlins subject to wind uplift (an assessment of EC3: Part 1.3)
5. The behavior and design of cold-formed purlins
6. First-order generalised beam theory
7. Second-order generalised beam theory
8. Elastic buckling analysis of thin-walled members using the classical finite strip method
9. The strength analysis of cold formed zed purlins partially restrained by steel sheeting
10. Torsion in thin-walled cold-formed steel beams