Local buckling and shift of effective centroid of cold-formed steel columns

Steel and Composite Structures

Volumn 5, Issue 2-3, 2005, Pages 235-246

  Young, Ben ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Cold formed steel; Columns; Effective width; Experimental investigation; Local buckling; Shift of effective centroid; Slender sections; Structural stability

Indexed keywords

BUCKLING; ELASTIC MODULI; STEEL; STEEL STRUCTURES; STRESS ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; SYSTEM STABILITY;

COLD-FORMED STEEL; EFFECTIVE WIDTH; EXPERIMENTAL INVESTIGATION; LOCAL BUCKLING; SHIFT OF EFFECTIVE CENTROID; SLENDER SECTIONS; STRUCTURAL STABILITY;

COLUMNS (STRUCTURAL);

EID: 20844447135     PISSN: 12299367     EISSN: None     Source Type: Journal    
DOI: 10.12989/scs.2005.5.2_3.235     Document Type: Article

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