Closed-form fragility estimates, parameter sensitivity, and Bayesian updating for RC columns

Journal of Engineering Mechanics

Volumn 133, Issue 7, 2007, Pages 833-843

  Choe, Do Eun ^a   Gardoni, Paolo ^a   Rosowsky, David ^a  

^a TEXAS A AND M UNIVERSITY   (United States)

Author keywords

Bayesian analysis; Bridges; Concrete columns; Deformation; Parameters; Probabilistic models; Sensitivity analysis; Shear

Indexed keywords

MATHEMATICAL MODELS; PROBABILITY; REINFORCED CONCRETE; RELIABILITY THEORY; SENSITIVITY ANALYSIS; SHEAR DEFORMATION;

BAYESIAN ANALYSIS; CLOSED-FORM FRAGILITY ESTIMATES; FRAGILITY; PROBABILISTIC MODELS; REINFORCED CONCRETE COLUMNS;

COLUMNS (STRUCTURAL);

COLUMNS (STRUCTURAL); MATHEMATICAL MODELS; PROBABILITY; REINFORCED CONCRETE; RELIABILITY THEORY; SENSITIVITY ANALYSIS; SHEAR DEFORMATION;

BAYESIAN ANALYSIS; COLUMN; CONCRETE STRUCTURE; DEFORMATION; NUMERICAL MODEL; PROBABILITY; REINFORCED CONCRETE; SEISMIC RESPONSE; SENSITIVITY ANALYSIS; SHEAR STRESS;

EID: 34347221953     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2007)133:7(833)     Document Type: Article

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