Published: 31 March 2009

Assessment of damage risk function of structural components under vibrations

J. Dulevicius1
A. Žiliukas2
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In the analysis of reliability of construction element in the case of aging under vibrations, evaluation of risk function is of great importance. In practice, the applied constant risk function intensity is approximate. The intensity function must be evaluated timely. However, this effort requires numerous experimental data. This article considers a simplified approach for solution of the aforementioned problem. Provided comparison of experimental and obtained theoretical results confirm the validity of the presented approach

About this article

25 January 2007
10 March 2007
31 March 2009
risk function models
risk function intensity