About: Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method

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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	Modern reinforced concrete structural systems, formed by various slender members (i.e. columns, piers, frame legs, etc.), are used more frequently than ever. Effects of external forces on these structures are significantly dependent on their deformations. Reliability assessment of these structures should be based on equilibrium of internal and external forces acting on deformed structure. Rapidly growing potential of computer technology allows utilize fully probabilistic methods of reliability assessment of structures. Subject of this paper is a study describing probabilistic reliability an alysis of a continuous reinforced concrete frame. Most of input quantities are considered as random variables, including loads. Solution of the problem is based on the fully probabilistic SBRA (Simulation-Ba sed Reliability Assessment) method using Monte Carlo simulation technique. This approach leads to direct determination of structure unreliability expressed by probability of failure. Modern reinforced concrete structural systems, formed by various slender members (i.e. columns, piers, frame legs, etc.), are used more frequently than ever. Effects of external forces on these structures are significantly dependent on their deformations. Reliability assessment of these structures should be based on equilibrium of internal and external forces acting on deformed structure. Rapidly growing potential of computer technology allows utilize fully probabilistic methods of reliability assessment of structures. Subject of this paper is a study describing probabilistic reliability an alysis of a continuous reinforced concrete frame. Most of input quantities are considered as random variables, including loads. Solution of the problem is based on the fully probabilistic SBRA (Simulation-Ba sed Reliability Assessment) method using Monte Carlo simulation technique. This approach leads to direct determination of structure unreliability expressed by probability of failure. (en)
Title	Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method (en)
skos:prefLabel	Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method (en)
skos:notation	RIV/61989100:27120/09:86081228!RIV12-GA0-27120___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA103/07/0557), Z(AV0Z20710524)
http://linked.open...vai/riv/dodaniDat	2012
http://linked.open...aciTvurceVysledku	Čajka, Radim Pustka, David
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	Vysoká škola báňská - Technická univerzita Ostrava / Fakulta stavební
http://linked.open...dnocenehoVysledku	336404
http://linked.open...ai/riv/idVysledku	RIV/61989100:27120/09:86081228
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Reinforced concrete, column system, geometrical non-linearity, physical non-linearity, probability of failure, Monte Carlo simulation (en)
http://linked.open.../riv/klicoveSlovo	Reinforced concrete probability of failure geometrical non-linearity physical non-linearity Monte Carlo simulation column system
http://linked.open...ontrolniKodProRIV	[9F01D84FB143]
http://linked.open...v/mistoKonaniAkce	Osaka
http://linked.open...i/riv/mistoVydani	London
http://linked.open...i/riv/nazevZdroje	Safety, reliability and risk of structures, infrastructures and engineering systems proceedings of the Tenth International Conference on Structural Safety and Reliability (ICOSSAR2009), Osaka, Japan, 13-17 September 2009
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Probabilistic Engineering Reliability Assessment of Structures
http://linked.open...UplatneniVysledku	2009
http://linked.open...iv/tvurceVysledku	Marek, Pavel Čajka, Radim Pustka, David
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2009-09-13 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Time dependent response of materials, systems and environments on natural and human actions
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	CRC Press
https://schema.org/isbn	978-0-415-47557-0
http://localhost/t...ganizacniJednotka	27120

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