About: Stochastic Approach to the stability Problems of Steel Plane Frames with Initial Imperfections

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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 most important principles of the so-called semi-probabilistic approach, which was used in the formulation and creation of the European standards EUROCODE, are listed in the article. Aspects, which may affect the varying degrees of design reliability of steel structures according to the EUROCODE standards, are discussed. The design reliability condition of EN1990 is based on the separation of load action effect and resistance. An example of a steel plane frame is used to illustrate the evaluation methodology of the design resistance according to the EN1990 and EUROCODE 3 standards. The above mentioned standards offer a number of evaluation possibilities of the design resistance. The computational model for the modelling of the elastic load-carrying capacity of frame structures is based on the finite element method and takes into account geometrical nonlinearities. Input random variables were considered according to results of experimental research. Differences in the design load-carrying capacities The most important principles of the so-called semi-probabilistic approach, which was used in the formulation and creation of the European standards EUROCODE, are listed in the article. Aspects, which may affect the varying degrees of design reliability of steel structures according to the EUROCODE standards, are discussed. The design reliability condition of EN1990 is based on the separation of load action effect and resistance. An example of a steel plane frame is used to illustrate the evaluation methodology of the design resistance according to the EN1990 and EUROCODE 3 standards. The above mentioned standards offer a number of evaluation possibilities of the design resistance. The computational model for the modelling of the elastic load-carrying capacity of frame structures is based on the finite element method and takes into account geometrical nonlinearities. Input random variables were considered according to results of experimental research. Differences in the design load-carrying capacities (en)
Title	Stochastic Approach to the stability Problems of Steel Plane Frames with Initial Imperfections Stochastic Approach to the stability Problems of Steel Plane Frames with Initial Imperfections (en)
skos:prefLabel	Stochastic Approach to the stability Problems of Steel Plane Frames with Initial Imperfections Stochastic Approach to the stability Problems of Steel Plane Frames with Initial Imperfections (en)
skos:notation	RIV/00216305:26110/10:PU92205!RIV13-AV0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1M0579), P(GA103/08/0275), P(IAA201720901)
http://linked.open...vai/riv/dodaniDat	2013
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	290136
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU92205
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Structure, Frame, Steel, Design, Imperfection, Reliability, Safety (en)
http://linked.open.../riv/klicoveSlovo	Design Safety Imperfection Frame Reliability Steel Structure
http://linked.open...ontrolniKodProRIV	[D3675E6C47D8]
http://linked.open...v/mistoKonaniAkce	Vilnius
http://linked.open...i/riv/mistoVydani	Vilnius, Litva
http://linked.open...i/riv/nazevZdroje	International Conference Modern Building Materials, Structures and Techniques
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...vavai/riv/projekt	Centre for Integrated Design of Advanced Structures Sensitivity and uncertainty analysis of reliability of building structures Sensitivity analysis of factors influencing the limit state of thin-walled structures
http://linked.open...UplatneniVysledku	2010
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2010-05-19 (xsd:date)
number of pages	7 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-9955-28-593-9
http://localhost/t...ganizacniJednotka	26110

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