Issues related to the Probabilistic Safety Assessment of Steel Structures in the Stability Domain

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F02%3A00006480" target="_blank" >RIV/61989100:27120/02:00006480 - 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
Issues related to the Probabilistic Safety Assessment of Steel Structures in the Stability Domain
Original language description
This document refers to probabilistic simulation-based structural reliability assessment methods and their application in designer's work. Special attention is given to the "rules of the game" of the assessment procedure in the stability domain, and to the analysis of the load effect combinations based on the APT approach (Arbitrary Point in Time) and/or on the MLE (Maximum Load Effects) approach. Probabilistic assessment of a steel frame containing leaning columns and exposed to numerous mutually statistically independent loads, as well as to the earthquake forces depending on the magnitude of the actual vertical loads, serves as an example allowing for the explanation of the proposed assessment procedure
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2002
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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