About: Reliability of steel structures in compliance with the principles of the EN 1990 - Theoretical and Experimental Studies, Part 2

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The steel structures design standard EC3 allows, for frame structures with compression members, to determine the load carrying capacity both by the stability solution with buckling length and by the geometrically nonlinear solution with initial imperfection. On the example of two types of steel plane frames, it will be demonstrated how the solutions presented result in different load carrying capacity values. The frame loading will consist of both permanent active component and variable active component. Further on, the unbalance of failure probability in dependence on the relation of both loading components will be analysed. A geometrically and physically nonlinear solution was applied to the probability analysis. The numerical simulation method Importance Sampling was used which made it possible to determine, with advantage, the failure probability even on a relatively low number of simulation runs. The input random quantities were considered both according to histograms determined experimentally, a The steel structures design standard EC3 allows, for frame structures with compression members, to determine the load carrying capacity both by the stability solution with buckling length and by the geometrically nonlinear solution with initial imperfection. On the example of two types of steel plane frames, it will be demonstrated how the solutions presented result in different load carrying capacity values. The frame loading will consist of both permanent active component and variable active component. Further on, the unbalance of failure probability in dependence on the relation of both loading components will be analysed. A geometrically and physically nonlinear solution was applied to the probability analysis. The numerical simulation method Importance Sampling was used which made it possible to determine, with advantage, the failure probability even on a relatively low number of simulation runs. The input random quantities were considered both according to histograms determined experimentally, a (en)
Title	Reliability of steel structures in compliance with the principles of the EN 1990 - Theoretical and Experimental Studies, Part 2 Reliability of steel structures in compliance with the principles of the EN 1990 - Theoretical and Experimental Studies, Part 2 (en)
skos:prefLabel	Reliability of steel structures in compliance with the principles of the EN 1990 - Theoretical and Experimental Studies, Part 2 Reliability of steel structures in compliance with the principles of the EN 1990 - Theoretical and Experimental Studies, Part 2 (en)
skos:notation	RIV/00216305:26110/04:PU44865!RIV11-MSM-26110___
http://linked.open...avai/riv/aktivita	P V Z
http://linked.open...avai/riv/aktivity	P(GA103/03/0233), P(GP103/01/D022), V, Z(MSM 261100007)
http://linked.open...iv/cisloPeriodika	11
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Kala, Zdeněk
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
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	584259
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/04:PU44865
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Reliability, simulation method, imperfections, yield strength, partial factor, buckling (en)
http://linked.open.../riv/klicoveSlovo	buckling Reliability partial factor simulation method imperfections yield strength
http://linked.open...odStatuVydavatele	CZ - Česká republika
http://linked.open...ontrolniKodProRIV	[6A85C6AFCD06]
http://linked.open...i/riv/nazevZdroje	Inženýrská mechanika - Engineering Mechanics
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...vavai/riv/projekt	Reliability analysis of steel bar structures considering imperfections Sensitivity analysis of the stability problems of thin-walled structures
http://linked.open...UplatneniVysledku	2004
http://linked.open...v/svazekPeriodika	2
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk
http://linked.open...n/vavai/riv/zamer	http://linked.opendata.cz/resource/domain/vavai/zamer/MSM%20261100007
issn	1210-2717
number of pages	9 (xsd:int)
http://localhost/t...ganizacniJednotka	26110

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