Dynamic Response of Uncertain Two-Dimensional Structures

by C. G. Bucher, Univ of Innsbruck, Innsbruck, Austria,
C. E. Brenner, Univ of Innsbruck, Innsbruck, Austria,



Document Type: Proceeding Paper

Part of: Probabilistic Mechanics and Structural and Geotechnical Reliability

Abstract:

A concept for the reliability analysis of structures with uncertain elastic and mass properties is presented. Its applicability is shown by means of a numerical example. The results are compared to those obtained from Monte Carlo procedures.



Subject Headings: Structural reliability | Two-dimensional analysis | Dynamic loads | Dynamic response | Elastic analysis | Monte Carlo method | Monte Carlo | Monaco | Europe

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