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

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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-carrying capacity, 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 mutual correlation of input quantities on load-carrying capacity will be studied. 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-carrying capacity, 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 mutual correlation of input quantities on load-carrying capacity will be studied. (en)
Title	Respecting The Influence of Geometrical and material Imperfections of Steel Frames when Calculating their Load-Carrying Capacity Respecting The Influence of Geometrical and material Imperfections of Steel Frames when Calculating their Load-Carrying Capacity (en)
skos:prefLabel	Respecting The Influence of Geometrical and material Imperfections of Steel Frames when Calculating their Load-Carrying Capacity Respecting The Influence of Geometrical and material Imperfections of Steel Frames when Calculating their Load-Carrying Capacity (en)
skos:notation	RIV/00216305:26110/01:PU23394!RIV/2002/MSM/261102/N
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http://linked.open...vai/riv/dodaniDat	2002
http://linked.open...aciTvurceVysledku	Kala, Zdeněk
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	694620
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/01:PU23394
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Steel frames, Eurocode 3, imperfections, load-carrying capacity, steel structure, Latin Hypercube Sampling correlation. (en)
http://linked.open.../riv/klicoveSlovo	load-carrying capacity Eurocode 3 imperfections steel structure Latin Hypercube Sampling correlation. Steel frames
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http://linked.open...v/mistoKonaniAkce	Levoča
http://linked.open...i/riv/mistoVydani	TU Košice
http://linked.open...i/riv/nazevZdroje	Quality and Reliability in Building Industry
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http://linked.open...vavai/riv/typAkce	EUR - Evropská
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