Effects of the constitutive relationship on seismic response of soils. Part I. Constitutive modeling of cyclic behavior of soils

Soil Dynamics and Earthquake Engineering

Volumn 19, Issue 5, 2000, Pages 305-318

  Puzrin, A M ^a   Shiran, A ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Constitutive relationship; Dynamic analysis; Dynamic stiffness; Material damping; Small strains

Indexed keywords

CURVE FITTING; DAMPING; FUNCTION EVALUATION; MATHEMATICAL MODELS; SEISMIC WAVES; STIFFNESS; STRAIN; STRESSES;

CONSTITUTIVE RELATIONSHIP; CYCLIC STRESS STRAIN BEHAVIOR; LOGARITHMIC FUNCTION; PSEUDO STATIC CYCLE SOIL BEHAVIOR; RAMBERG OSGOOD RELATIONSHIP; SEISMIC RESPONSE;

SOIL MECHANICS;

CONSTITUTIVE EQUATION; CYCLIC LOADING; SEISMIC RESPONSE; SOIL DYNAMICS;

EID: 0034254070     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(00)00027-0     Document Type: Article

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