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

Author
GAUL, L1 ; SCHANZ, M2
[1] Institute A of Mechanics, University of Stuttgart, Pfaffenwaldring 9, 70550 Stuttgart, Germany
[2] Institute of Applied Mechanics, Technical University of Braunschweig, Spielmannstr. 11, 38106 Braunschweig, Germany
Source

Computer methods in applied mechanics and engineering. 1999, Vol 179, Num 1-2, pp 111-123 ; ref : 35 ref

CODEN
CMMECC
ISSN
0045-7825
Scientific domain
Computer science; Mechanics acoustics
Publisher
Elsevier, Amsterdam
Publication country
Netherlands
Document type
Article
Language
English
Keyword (fr)
Analyse structurale Dérivée fractionnaire Equation constitutive Equation mouvement Etude comparative Fondation ouvrage Interaction sol structure Milieu infini Méthode intégrale frontière Méthode numérique Méthode élément frontière Onde élastique Réponse transitoire Transformation Laplace Transformation inverse Vibration Viscoélasticité
Keyword (en)
Structural analysis Fractional derivative Constitutive equation Equation of motion Comparative study Foundations Structure soil interaction Infinite medium Boundary integral method Numerical method Boundary element method Elastic wave Transient response Laplace transformation Inverse transformation Vibration Viscoelasticity
Keyword (es)
Análisis estructural Derivada fracionario Ecuación constitutiva Ecuación movimiento Estudio comparativo Fundación obra Interacción suelo estructura Medio infinito Método integral frontera Método numérico Método elemento frontera Onda elástica Respuesta transitoria Transformación Laplace Transformación inversa Vibración Viscoelasticidad
Classification
Pascal
001 Exact sciences and technology / 001B Physics / 001B00 General / 001B00B Mathematical methods in physics / 001B00B70 Computational techniques / 001B00B70P Boundary-integral methods

Pascal
001 Exact sciences and technology / 001B Physics / 001B40 Fundamental areas of phenomenology (including applications) / 001B40F Solid mechanics / 001B40F30 Structural and continuum mechanics / 001B40F30M Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F06 Structure-soil interaction

Pacs
0270P Boundary-integral methods

Pacs
4640 Vibrations and mechanical waves

Discipline
Building. Public works. Transport. Civil engineering Mathematics Physics : solid mechanics Theoretical physics
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
1937084

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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