Dynamics of structural system with spatial randomness

K. Sobczyk, S. Wedrychowicz, B. F. Spencer

Research output: Contribution to journalArticle

Abstract

The objective of this paper is the analysis of the dynamics of structural systems with randomly varying parameters. The formulation and analysis are based on the theory of random integral equations. The general analysis (including error estimation) is applied to the problems of harmonic vibration of (i) a beam with randomly varying density and (ii) a uniform beam resting on a randomly inhomogeneous Winkler foundation. For these applications, the analytical formulae for the mean and correlation function of the response are illustrated numerically and graphically.

Original languageEnglish (US)
Pages (from-to)1651-1669
Number of pages19
JournalInternational Journal of Solids and Structures
Volume33
Issue number11
DOIs
StatePublished - May 1996
Externally publishedYes

ASJC Scopus subject areas

  • Modeling and Simulation
  • Materials Science(all)
  • Condensed Matter Physics
  • Mechanics of Materials
  • Mechanical Engineering
  • Applied Mathematics

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