Large deflection and postbuckling behavior of Timoshenko beam-columns with semi-rigid connections including shear and axial effects

Engineering Structures

Volumn 29, Issue 6, 2007, Pages 991-1003

  Aristizabal Ochoa, J Dario ^a  

^a UNIVERSIDAD NACIONAL DE COLOMBIA   (Colombia)

Author keywords

Beam columns; Beams; Large deflections; Nonlinear analysis; P analysis; Postbuckling behavior; Semi rigid connections; Stability; Structural analysis; Timoshenko beams

Indexed keywords

APPROXIMATION THEORY; AXIAL LOADS; BEAMS AND GIRDERS; BUCKLING; COLUMNS (STRUCTURAL); DEFLECTION (STRUCTURES); ELASTIC MODULI; NONLINEAR EQUATIONS; SHEAR DEFORMATION; STIFFNESS; STRAIN; TENSILE STRESS;

LARGE DEFLECTION; POSTBUCKLING BEHAVIOR; STRAIN ANALYSIS;

STRUCTURAL ANALYSIS;

APPROXIMATION THEORY; AXIAL LOADS; BEAMS AND GIRDERS; BUCKLING; COLUMNS (STRUCTURAL); DEFLECTION (STRUCTURES); ELASTIC MODULI; NONLINEAR EQUATIONS; SHEAR DEFORMATION; STIFFNESS; STRAIN; STRUCTURAL ANALYSIS; TENSILE STRESS;

BENDING; BUCKLING; COLUMN; COMPRESSION; CONCRETE STRUCTURE; DEFLECTION; DYNAMIC RESPONSE; LOADING; RIGIDITY; SEISMIC ISOLATION; SHEAR; STABILITY ANALYSIS; STRAIN ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE; TENSION;

EID: 34247546778     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.07.012     Document Type: Article

References (10)

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