Channel columns undergoing local, distortional, and overall buckling

Journal of Structural Engineering

Volumn 128, Issue 6, 2002, Pages 728-736

  Young, Ben ^a,b   Yan, Jintang ^b  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

^b NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Buckling; Cold formed steel; Columns; Reliability analysis; Steel structures; Structural design

Indexed keywords

COLD-FORMED CHANNEL COLUMNS; COLD-FORMED STEEL; NONLINEAR FINITE ELEMENT MODEL; RELIABILITY ANALYSIS;

BUCKLING; FINITE ELEMENT METHOD; FORMING; GEOMETRY; MATHEMATICAL MODELS; NONLINEAR SYSTEMS; PLATES (STRUCTURAL COMPONENTS); RELIABILITY; STEEL STRUCTURES; STRUCTURAL DESIGN; STRUCTURAL LOADS; STRUCTURAL MEMBERS;

COLUMNS (STRUCTURAL);

EID: 2342627729     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:6(728)     Document Type: Article

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