Energy capacity criterion for the design of columns against collapse

Journal of Engineering Mechanics

Volumn 132, Issue 6, 2006, Pages 594-599

  Smyth, Andrew W ^a   Gjelsvik, Atle ^a  

^a Department of Earth and Environmental Sciences   (United States)

Author keywords

Buckling; Collapse; Columns; Deflection; Design; Ultimate strength

Indexed keywords

BUCKLING; DEFLECTION (STRUCTURES); ENERGY ABSORPTION; MATHEMATICAL MODELS; RESIDUAL STRESSES; STRUCTURAL DESIGN;

BUCKLING DESIGN; COLUMNS POSTBUCKLING; DESIGN CURVES; ENERGY ABSORPTION CAPACITY; ULTIMATE STRENGTH;

COLUMNS (STRUCTURAL);

BUCKLING; COLUMNS (STRUCTURAL); DEFLECTION (STRUCTURES); ENERGY ABSORPTION; MATHEMATICAL MODELS; RESIDUAL STRESSES; STRUCTURAL DESIGN;

BUCKLING; COLUMN; CONSTRUCTION METHOD; DESIGN METHOD; ELASTOPLASTICITY; PERFORMANCE ASSESSMENT; RESIDUAL STRESS;

EID: 33646700311     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2006)132:6(594)     Document Type: Article

References (11)

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