Inelastic analysis of steel frames accounting for stiffness degradations

Advanced Steel Construction

Volumn 2, Issue 4, 2006, Pages 355-373

  Xu, Lei ^a   Liu, Yuxin ^b  

^a UNIVERSITY OF WATERLOO   (Canada)

^b Atomic Energy of Canadian Limited (AECL)   (Canada)

Author keywords

Inelastic behavior; Nonlinear analysis; Shear deformation; Steel frameworks; Stiffness degradation

Indexed keywords

BEAM-COLUMNS; COMBINED STRESS; COMPUTATIONAL MODEL; COMPUTATIONALLY EFFICIENT; GEOMETRICAL NON-LINEARITY; INELASTIC ANALYSIS; INELASTIC BEHAVIOR; LOADING LEVEL; MATRIX DISPLACEMENT METHOD; NONLINEAR ANALYSIS METHODS; NONLINEAR BEHAVIOURS; PLASTIC MECHANISM; SHEARING DEFORMATION; SHEARING STIFFNESS; STEEL FRAME; STEEL FRAMEWORK; STIFFNESS COEFFICIENTS; STIFFNESS DEGRADATION; TIMOSHENKO BEAM MODEL; YIELD CAPACITY;

DEGRADATION; METAL ANALYSIS; SHEAR DEFORMATION; SHEARING; SHEARING MACHINES; STEEL CONSTRUCTION; STIFFNESS; STIFFNESS MATRIX; STRUCTURAL FRAMES;

NONLINEAR ANALYSIS;

EID: 70449532723     PISSN: 1816112X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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