About: Probabilistic Analysis of a Frame

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	A steel frame with haunches is designed according to Eurocodes. The frame is exposed to self-weight, snow and wind actions. Lateral-torsional buckling appears to represent the most critical criterion, which is considered as a basis for the limit state function. In reliability analysis, the probabilistic models proposed by the Joint Committee for Structural Safety (2001) are used for basic variables. The time invariant reliability analysis is based on Turkstra's rule for combinations of snow and wind loads. The time variant analysis describes snow and wind actions by jump processes with intermittencies. Considering the 50-year lifetime, obtained values of the reliability index beta vary within the range from 3,95 up to 5,56. The cross-profile IPE 330 designed according to Eurocodes seems to be adequate. It appears that the time invariant reliability analysis based on the Turkstra's rule provides considerably lower values of beta than those obtained by the time variant analysis. A steel frame with haunches is designed according to Eurocodes. The frame is exposed to self-weight, snow and wind actions. Lateral-torsional buckling appears to represent the most critical criterion, which is considered as a basis for the limit state function. In reliability analysis, the probabilistic models proposed by the Joint Committee for Structural Safety (2001) are used for basic variables. The time invariant reliability analysis is based on Turkstra's rule for combinations of snow and wind loads. The time variant analysis describes snow and wind actions by jump processes with intermittencies. Considering the 50-year lifetime, obtained values of the reliability index beta vary within the range from 3,95 up to 5,56. The cross-profile IPE 330 designed according to Eurocodes seems to be adequate. It appears that the time invariant reliability analysis based on the Turkstra's rule provides considerably lower values of beta than those obtained by the time variant analysis. (en)
Title	Probabilistic Analysis of a Frame Probabilistic Analysis of a Frame (en)
skos:prefLabel	Probabilistic Analysis of a Frame Probabilistic Analysis of a Frame (en)
skos:notation	RIV/68407700:21610/02:07084112!RIV/2003/MSM/216103/N
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http://linked.open...avai/riv/aktivita	Z
http://linked.open...avai/riv/aktivity	Z(MSM 210000029)
http://linked.open...vai/riv/dodaniDat	2003
http://linked.open...aciTvurceVysledku	Sýkora, Miroslav
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	České vysoké učení technické v Praze / Kloknerův ústav
http://linked.open...dnocenehoVysledku	660289
http://linked.open...ai/riv/idVysledku	RIV/68407700:21610/02:07084112
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	jump processes; lateral-torsional buckling; reliability; steel frame (en)
http://linked.open.../riv/klicoveSlovo	jump processes reliability lateral-torsional buckling steel frame
http://linked.open...ontrolniKodProRIV	[003E167F9CC9]
http://linked.open...v/mistoKonaniAkce	Smolenice
http://linked.open...i/riv/mistoVydani	Bratislava
http://linked.open...i/riv/nazevZdroje	Abstracts of the 2nd Czech/Slovak Symposium Theoretical Experimental Research in Structural Engineering
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
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http://linked.open...UplatneniVysledku	2002
http://linked.open...iv/tvurceVysledku	Sýkora, Miroslav
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2002-06-10 (xsd:date)
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number of pages	1 (xsd:int)
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http://localhost/t...ganizacniJednotka	21610

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