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Stochastic finite-element analysis of seismic soil-structure interaction

Author
GHIOCEL, Dan M1 ; GHANEM, Roger G2
[1] STI Technologies, Inc., Rochester, NY 14623, United States
[2] Dept. of Civil Engineering, Johns Hopkins Univ., Baltimore, MD 21218, United States
Source

Journal of engineering mechanics. 2002, Vol 128, Num 1, pp 66-77 ; ref : 31 ref

CODEN
JENMDT
ISSN
0733-9399
Scientific domain
Civil engineering; Mechanical engineering; Mechanics acoustics
Publisher
American Society of Civil Engineers, Reston, VA
Publication country
United States
Document type
Article
Language
English
Keyword (fr)
Approche probabiliste Champ libre Déformation cisaillement Echantillonnage Incertitude Interaction sol structure Module cisaillement Méthode Monte Carlo Méthode numérique Méthode résidu pondéré Méthode élément fini Processus stochastique Simulation ordinateur Transformation Karhunen Loeve
Keyword (en)
Probabilistic approach Free field Shear deformation Sampling Uncertainty Structure soil interaction Shear modulus Monte Carlo method Numerical method Weighted residual method Finite element method Stochastic process Computer simulation Karhunen Loeve transformation
Keyword (es)
Enfoque probabilista Campo libre Muestreo Incertidumbre Interacción suelo estructura Módulo cizalladura Coulomb Método Monte Carlo Método numérico Método residuo pondero Método elemento finito Proceso estocástico Simulación computadora Transformación Karhunen Loeve
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F06 Structure-soil interaction

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
13432435

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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