Nonlinear displacement-based response prediction of reinforced concrete columns

Engineering Structures

Volumn 30, Issue 9, 2008, Pages 2436-2447

  Mostafaei, H ^a   Vecchio, F J ^a   Kabeyasawa, T ^b  

^a UNIVERSITY OF TORONTO   (Canada)

^b UNIVERSITY OF TOKYO   (Japan)

Author keywords

Columns; Finite element models; Nonlinear analysis; Reinforced concrete; Rotating and fixed cracks; Section analysis; Shear flexure interaction

Indexed keywords

BUILDING MATERIALS; COLUMNS (STRUCTURAL); COMPOSITE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CRACKS; FLOW INTERACTIONS; FORECASTING; MATERIALS SCIENCE; REINFORCED CONCRETE; ROTATION;

ANALYTICAL RESULTS; AXIAL COLLAPSE; COLUMNS; CRACK MODELING; FINITE ELEMENT MODELS; FINITE-ELEMENT METHODS; LOSS-OF-CAPACITY; NON-LINEAR FINITE ELEMENT METHOD; NONLINEAR ANALYSIS; NONLINEAR DISPLACEMENT; POST-PEAK; PRE-PEAK; REINFORCED CONCRETE COLUMNS; RESPONSE ENVELOPE; RESPONSE PREDICTION; ROTATING AND FIXED CRACKS; SECTION ANALYSIS; SHEAR-CRITICAL; SHEAR-FLEXURE INTERACTION;

FINITE ELEMENT METHOD;

COLUMN; CRACK; DISPLACEMENT; FINITE ELEMENT METHOD; NONLINEARITY; PREDICTION; REINFORCED CONCRETE; RESPONSE ANALYSIS;

EID: 50149111970     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.01.020     Document Type: Article

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