Response gradients for nonlinear beam-column elements under large displacements

Journal of Structural Engineering

Volumn 133, Issue 2, 2007, Pages 155-165

  Scott, Michael H ^a   Filippou, Filip C ^b  

^a OREGON STATE UNIVERSITY   (United States)

^b 109 McLaughlin Hall   (United States)

Author keywords

Beam columns; Finite elements; Frame structures; Geometric nonlinearity; Nonlinear analysis; Sensitivity analysis; Structural reliability

Indexed keywords

BEAM COLUMNS; FRAME STRUCTURES; GEOMETRIC NONLINEARITY; NONLINEAR ANALYSIS; STRUCTURAL RELIABILITY;

COLUMNS (STRUCTURAL); COMPUTATIONAL GEOMETRY; FINITE ELEMENT METHOD; RELIABILITY; SENSITIVITY ANALYSIS; STRUCTURAL FRAMES; STRUCTURAL OPTIMIZATION;

BEAMS AND GIRDERS;

EID: 33846316402     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:2(155)     Document Type: Article

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