Probabilistic Reliability Assessment of Steel Structures Exposed to Fatigue

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F13%3A86087242" target="_blank" >RIV/61989100:27120/13:86087242 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Probabilistic Reliability Assessment of Steel Structures Exposed to Fatigue
Original language description
The paper describes methods used for probabilistic assessment of reliability of steel structures and bridges that are exposed to cyclic loads. Propagation of fatigue cracks from surface and edges is taken into account, the maximum permitted dimension being of particular attention. The model is based on a linear fracture mechanics. Conditional probability is the basis when designing a regular system of inspections for the structure. A new method, which is still under development, has been used for probabilistic modeling of fatigue damage. Direct Optimized Probabilistic Calculation-DOProC-appears to be a very efficient for the computation of probabilities. DOProC provides the solution with only a numerical error and an error resulting from input and output quantities discretizing.
Czech name
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Czech description
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Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Safety, reliability and risk analysis : beyond the horizon
ISBN
978-1-138-00123-7
ISSN
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e-ISSN
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Number of pages
9
Pages from-to
2671-2679
Publisher name
CRC Press
Place of publication
Leiden
Event location
Amsterdam
Event date
Sep 28, 2013
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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