Analytical model for predicting nonlinear reversed cyclic behaviour of reinforced concrete structural walls

Engineering Structures

Volumn 29, Issue 7, 2007, Pages 1263-1276

  Belmouden, Youssef ^a   Lestuzzi, Pierino ^a  

^a EPFL   (Switzerland)

Author keywords

Bond slip mechanism; Multilayer finite element; Reinforced concrete structural walls; Shear deformation

Indexed keywords

CYCLIC LOADS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; REINFORCED CONCRETE; SEISMIC DESIGN; SHEAR DEFORMATION; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

BOND SLIP MECHANISM; HYSTERETIC BEHAVIOUR; STRUCTURAL ENGINEERING MODEL;

WALLS (STRUCTURAL PARTITIONS);

CYCLIC LOADS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; REINFORCED CONCRETE; SEISMIC DESIGN; SHEAR DEFORMATION; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; WALLS (STRUCTURAL PARTITIONS);

CYCLIC LOADING; DEFORMATION MECHANISM; ENERGY DISSIPATION; FINITE ELEMENT METHOD; HYSTERESIS; MODELING; REINFORCED CONCRETE; SEISMIC RESPONSE; SHEAR STRAIN; STIFFNESS;

EID: 34249822513     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.08.014     Document Type: Article

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