Large deflection stability of slender beam-columns with semirigid connections: Elastica approach

Journal of Engineering Mechanics

Volumn 130, Issue 3, 2004, Pages 274-282

  Aristizábal Ochoa, J Darío ^a  

^a UNIVERSIDAD NACIONAL DE COLOMBIA   (Colombia)

Author keywords

Beam columns; Beams; Connections; Deflection; Nonlinear analysis; Semirigid; Stability; Structural analysis

Indexed keywords

COLUMNS (STRUCTURAL); DEFLECTION (STRUCTURES); DIMENSIONAL STABILITY; ELASTICITY; NONLINEAR EQUATIONS; PROBLEM SOLVING;

DEFLECTION STABILITY; SEMIGRID CONNECTIONS;

BEAMS AND GIRDERS;

BEAM; STABILITY;

EID: 12144286670     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2004)130:3(274)     Document Type: Article

References (10)

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