Nonlinear viscoelastic wave propagation: An extension of nearly constant attenuation models

Journal of Engineering Mechanics

Volumn 135, Issue 11, 2009, Pages 1305-1314

  Delépine, Nicolas ^a,b   Lenti, Luca ^b   Bonnet, Guy ^c   Semblat, Jean François ^b  

^a IFP ENERGIES NOUVELLES   (France)

^b UNIVERSITÉ PARIS EST   (France)

^c Centre National de la Recherche Scientifique   (France)

Author keywords

Damping; Earthquake engineering; Finite element method; Ground motion; Inelasticity; Nonlinear response; Viscoelasticity; Wave propagation

Indexed keywords

ATTENUATION MODEL; DRY SOIL; DYNAMIC EXCITATIONS; EARTHQUAKE ENGINEERING; EXCITATION LEVELS; FINITE-ELEMENT APPROACH; GROUND MOTION; HIGHER FREQUENCIES; HYSTERETIC DAMPING; INELASTICITY; ISOTROPIC MATERIALS; LINEAR VISCOELASTIC; LOW-AMPLITUDE; MAXWELL BODY; MECHANICAL MODEL; NON-LINEARITY; NONLINEAR DAMPING; NONLINEAR EFFECT; NONLINEAR ELASTICITY; NONLINEAR RESPONSE; NONLINEAR VISCO-ELASTIC; SEISMIC GROUND MOTIONS; SHEAR MODULUS; SOIL DYNAMICS; SOIL LAYER;

CIVIL ENGINEERING; DAMPING; EARTHQUAKES; ELASTICITY; ENGINEERING GEOLOGY; GEOLOGIC MODELS; NONLINEAR CONTROL SYSTEMS; SEISMIC WAVES; SOIL MECHANICS; SOILS; STIFFNESS; VISCOELASTICITY; VISCOSITY; WAVE PROPAGATION;

FINITE ELEMENT METHOD;

DYNAMIC ANALYSIS; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; GROUND MOTION; HYSTERESIS; NONLINEARITY; NUMERICAL MODEL; ONE-DIMENSIONAL MODELING; SEISMIC RESPONSE; SHEAR MODULUS; SOIL DYNAMICS; STIFFNESS; VISCOELASTICITY; WAVE ATTENUATION; WAVE DAMPING; WAVE MODELING; WAVE PROPAGATION;

EID: 70350431608     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2009)135:11(1305)     Document Type: Article

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