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Structural Reliability Analysis by Stochastic Dependence Models and Matriceal Techniques

  • A. D. Cărăusu
  • A. N. Vulpe
Conference paper
Part of the Lecture Notes in Engineering book series (LNENG, volume 76)

Abstract

After an outline of the concept of stochastic (probabilistic / statistical) dependence and of the corresponding models for the structural reliability analysis, two algorithms are presented which may be used in the reliability analysis / seismic risk assessment of structures whose failure can be represented in terms of chains of component or elementary failures. Both of them involve specific matriceal techniques.

Keywords

Failure Mode Fragility Curve Structural Reliability Component Failure Probabilistic Risk Assessment 
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

© International Federation for Information Processing, Geneva, Switzerland 1992

Authors and Affiliations

  • A. D. Cărăusu
    • 1
  • A. N. Vulpe
    • 2
  1. 1.Department of MathematicsPolytechnic Institute of IasiIasi-6Romania
  2. 2.Department of Structural MechanicsPolytechnic Institute of IasiIasi-6Romania

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