Respecting The Influence of Geometrical and material Imperfections of Steel Frames when Calculating their Load-Carrying Capacity

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F01%3APU23394" target="_blank" >RIV/00216305:26110/01:PU23394 - 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
Respecting The Influence of Geometrical and material Imperfections of Steel Frames when Calculating their Load-Carrying Capacity
Original language description
When calculating the load-carrying capacity of steel frames according to the standard Eurocode 3, the influence of imperfections on load-carrying capacity of a steel structure is included only in a very simplified way. The load-carrying capacity can be determined both geometrically, by the non-linear solution with equivalent initial imperfection, and by the stability solution with buckling length. Both solutions mentioned include certain simplifications in themselves. When determining the load-carryingcapacity, the geometrically non-linear solution using simulation methods (for example Latin Hypercube Sampling) should be generally applied and random effect of input quantities on load capacity, taken into account. In particular, the influence of mutualcorrelation of input quantities on load-carrying capacity will be studied.
Czech name
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Czech description
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Publication year
2001
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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