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Stochastic Dynamics of Nonlinear Structures with Random Properties Subject to Stationary Random Excitation

  • H. Uğur Köylüoğlu
  • Søren R. K. Nielsen
  • Ahmet Ş Çakmak
Conference paper
Part of the Solid Mechanics and its Applications book series (SMIA, volume 47)

Abstract

A nonlinear stochastic finite element formulation for the stochastic response analysis of geometrically nonlinear, elastic 2-dimensional frames with random stiffness and damping properties subject to stationary random excitation is derived utilizing deterministic shape functions and random nodal displacements. The discretized second order nonlinear stochastic differential equations with random coefficients are solved applying the total probability theorem with a mean-centered second order perturbation method in the frequency domain to evaluate the unconditional statistics of the response. Zeroth, first and second order perturbations are computed using a spectral approach in which a system reduction scheme to the modal subspace expanded by the deterministic linear eigen- modes and equivalent linearization with Gaussian closure are applied. Sample frames are solved and the results are compared with the ones obtained from extensive Monte Carlo simulations.

Keywords

Beam Element Nonlinear Structure Unconditional Variance Stochastic Finite Element Method Basic Random Variable 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Kluwer Academic Publishers 1996

Authors and Affiliations

  • H. Uğur Köylüoğlu
    • 1
  • Søren R. K. Nielsen
    • 2
  • Ahmet Ş Çakmak
    • 3
  1. 1.Koç UniversityİstinyeTurkey
  2. 2.University of AalborgAalborgDenmark
  3. 3.Princeton UniversityPrincetonUSA

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