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Random seismic response analysis of truss structures with uncertain parameters

Author
WEI GAO1
[1] School of Mechanical and Manufacturing Engineering, The University of New South Wales, Sydney, NSW2052, Australia
Source

Engineering structures. 2007, Vol 29, Num 7, pp 1487-1498, 12 p ; ref : 30 ref

CODEN
ENSTDF
ISSN
0141-0296
Scientific domain
Civil engineering
Publisher
Elsevier, Amsterdam
Publication country
Netherlands
Document type
Article
Language
English
Author keyword
Non-stationary ground motion Numerical characteristics Random factor method Random vibration Seismic response Uncertain truss structures
Keyword (fr)
Action séisme Analyse sismique Analyse structurale Condition non stationnaire Exemple Incertitude Interaction sol structure Pont Réponse dynamique Simulation numérique Structure en treillis Vibration aléatoire
Keyword (en)
Earthquake effect Seismic analysis Structural analysis Non stationary condition Example Uncertainty Structure soil interaction Bridges Dynamic response Numerical simulation Truss structure Random vibration
Keyword (es)
Acción sismo Análisis sísmico Análisis estructural Condición no estacionaria Ejemplo Incertidumbre Interacción suelo estructura Puente Respuesta dinámica Simulación numérica Estructura celosia Vibración aleatoria
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C02 Stresses. Safety

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
18831456

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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