Reliability of Steel Members and Load Combinations in European Standards for Structural Design

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F03%3A07093225" target="_blank" >RIV/68407700:21610/03:07093225 - 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
Reliability of Steel Members and Load Combinations in European Standards for Structural Design
Original language description
The basic European standard for design of buildings and other engineering works, EN 1990 "Basis of structural design", provides alternative design procedures, for which national choice is allowed. One of the most important options concerns three fundamental combinations of actions for persistent and transient design situations. A simple example of a steel member shows that for different ratios of variable to permanent actions the alternative load combinations may lead to considerably different reliability levels. Probabilistic methods of structural reliability theory are used to identify characteristic features of each combination and to formulate recommendations for national choice. Further calibration studies concerning more complicated structural members are urgently needed in order to prepare National annex to EN 1990 on time.
Czech name
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Czech description
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Publication year
2003
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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