Stochastic computer approach applied in the reliability assessment of engineering structures

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27230%2F16%3A86098127" target="_blank" >RIV/61989100:27230/16:86098127 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1007/978-3-319-33816-3_13" target="_blank" >http://dx.doi.org/10.1007/978-3-319-33816-3_13</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/978-3-319-33816-3_13" target="_blank" >10.1007/978-3-319-33816-3_13</a>

Result language
angličtina
Original language name
Stochastic computer approach applied in the reliability assessment of engineering structures
Original language description
The development of computer technology and reliability theory allows for a qualitative improvement of the safety and serviceability assessment of structural components and systems especially in engineering. The random characters of loads, materials, geometries etc. can be considered and evaluated. Using the Simulation-Based Reliability Assessment (SBRA) Method (i.e. Monte Carlo approach based on >106 of random simulations performed by computers) the application of a fully probabilistic approach to reliability assessment of selected structural components are indicated. Hence, two practical examples are solved (i.e. buckling of a complicated statically indeterminate frame structure and bending of screw implants in bones). Other applications are mentioned. Stochastic transformation models are used in order to express the response of the structural components including the 2nd order theory effects. (C) Springer International Publishing Switzerland 2016.
Czech name
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Czech description
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Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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