A rate-dependent isotropic damage model for the seismic analysis of concrete dams

Earthquake Engineering and Structural Dynamics

Volumn 25, Issue 9, 1996, Pages 987-1010

  Cervera, M ^a   Oliver, J ^a   Manzoli, O ^a  

^a UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

Concrete dams; Damage; Non linearity; Rate dependency; Seismic analysis

Indexed keywords

DYNAMIC LOADS; EARTHQUAKE RESISTANCE; FRACTURE MECHANICS; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; SAFETY FACTOR; SEISMOLOGY; STIFFNESS; STRAIN RATE; STRUCTURAL ANALYSIS; TENSILE STRENGTH;

NONLINEAR ELEMENT CODES; RATE DEPENDENT ISOTROPIC DAMAGE MODEL; SEISMIC EXCITATIONS;

CONCRETE DAMS;

DAM; DAMAGE MODEL; EARTHQUAKE DAMAGE; SEISMIC RESPONSE;

EID: 0030239469     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199609)25:9<987::AID-EQE599>3.0.CO;2-X     Document Type: Article

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