Flexural deformation capacity of rectangular RC columns determined by the CAE method

Earthquake Engineering and Structural Dynamics

Volumn 35, Issue 12, 2006, Pages 1453-1470

  Peruš, Iztok ^a   Poljanšek, Karmen ^a   Fajfar, Peter ^a  

^a UNIVERSITY OF LJUBLJANA   (Slovenia)

Author keywords

CAE method; Deformation capacity; Non parametric method; Reinforced concrete column; Ultimate drift

Indexed keywords

BENDING STRENGTH; COMPRESSIVE STRENGTH; DATABASE SYSTEMS; DEFORMATION; REINFORCED CONCRETE;

CONDITIONAL AVERAGE ESTIMATOR (CAE) METHOD; DEFORMATION CAPACITY; NON-PARAMETRIC METHOD; REINFORCED CONCRETE COLUMN; ULTIMATE DRIFT;

COLUMNS (STRUCTURAL);

COLUMN; COMPRESSIVE STRENGTH; DATABASE; DEFORMATION; FLEXURE; REINFORCED CONCRETE; STRUCTURAL RESPONSE;

EID: 33748654189     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.584     Document Type: Article

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