A comparative study of three boundary element approaches to calculate the transient response of viscoelastic solids with unbounded domains

Computer Methods in Applied Mechanics and Engineering

Volumn 179, Issue 1-2, 1999, Pages 111-123

  Gaul, L ^a   Schanz, M ^b  

^a UNIVERSITY OF STUTTGART   (Germany)

^b TECHNICAL UNIVERSITY OF BRAUNSCHWEIG   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; CONTINUUM MECHANICS; DYNAMIC RESPONSE; INTEGRAL EQUATIONS; INTEGRATION; INVERSE PROBLEMS; LAPLACE TRANSFORMS; TIME DOMAIN ANALYSIS; VISCOELASTICITY; WAVE PROPAGATION;

BOUNDARY INTEGRAL EQUATIONS; CONVOLUTION QUADRATURE METHOD; INVERSE TRANSFORMATION; TRANSIENT RESPONSE; UNBOUNDED DOMAINS; VISCOELASTIC SOLIDS;

BOUNDARY ELEMENT METHOD;

BOUNDARY ELEMENT METHOD; DYNAMIC RESPONSE; SOIL-STRUCTURE INTERACTION; STRUCTURAL RESPONSE; WAVE PROPAGATION;

EID: 0033621005     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7825(99)00032-8     Document Type: Article

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