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Statements

Subject Item
n2:RIV%2F61989100%3A27120%2F04%3A00010886%21RIV%2F2005%2FGA0%2F271205%2FN
rdf:type
n8:Vysledek skos:Concept
dcterms:description
Advances in computer technology make possible transition from current structural reliability assessment methods (such as the Partial Reliability Factors Method, PRFM) to probabilistic methods using the simulation technique (such as SBRA method). This study focuses attention on the reliability assessment of steel structures containing semi-rigid joints. The SBRA reliability assessment approach is explained and compared with the Partial Reliability Factors method, PRFM, applied in codes (see, e.g., Eurocode). The differences between the the SBRA method and PRFM are specified and discussed. In order to allow comparsion of the results obtained according to the SBRA method and PRFM, the differences between moment-rotation characteristics M-? of the semi-rigid joints according to the both mentioned methods are specified first. Next is analyzed the response of a simple planar steel frame (containing semi-rigid joints) to the vertical and horizontal load effects combination taking into account the 2nd order Advances in computer technology make possible transition from current structural reliability assessment methods (such as the Partial Reliability Factors Method, PRFM) to probabilistic methods using the simulation technique (such as SBRA method). This study focuses attention on the reliability assessment of steel structures containing semi-rigid joints. The SBRA reliability assessment approach is explained and compared with the Partial Reliability Factors method, PRFM, applied in codes (see, e.g., Eurocode). The differences between the the SBRA method and PRFM are specified and discussed. In order to allow comparsion of the results obtained according to the SBRA method and PRFM, the differences between moment-rotation characteristics M-? of the semi-rigid joints according to the both mentioned methods are specified first. Next is analyzed the response of a simple planar steel frame (containing semi-rigid joints) to the vertical and horizontal load effects combination taking into account the 2nd order Advances in computer technology make possible transition from current structural reliability assessment methods (such as the Partial Reliability Factors Method, PRFM) to probabilistic methods using the simulation technique (such as SBRA method). This study focuses attention on the reliability assessment of steel structures containing semi-rigid joints. The SBRA reliability assessment approach is explained and compared with the Partial Reliability Factors method, PRFM, applied in codes (see, e.g., Eurocode). The differences between the the SBRA method and PRFM are specified and discussed. In order to allow comparsion of the results obtained according to the SBRA method and PRFM, the differences between moment-rotation characteristics M-? of the semi-rigid joints according to the both mentioned methods are specified first. Next is analyzed the response of a simple planar steel frame (containing semi-rigid joints) to the vertical and horizontal load effects combination taking into account the 2nd order
dcterms:title
Posouzení spolehlivosti ocelových konstrukcí s polotuhými styčníky s využitím pravděpodobnostní metody SBRA Reliability Assessment of the semi-rigid joints of the Steel Structures by the SBRA Method Posouzení spolehlivosti ocelových konstrukcí s polotuhými styčníky s využitím pravděpodobnostní metody SBRA
skos:prefLabel
Reliability Assessment of the semi-rigid joints of the Steel Structures by the SBRA Method Posouzení spolehlivosti ocelových konstrukcí s polotuhými styčníky s využitím pravděpodobnostní metody SBRA Posouzení spolehlivosti ocelových konstrukcí s polotuhými styčníky s využitím pravděpodobnostní metody SBRA
skos:notation
RIV/61989100:27120/04:00010886!RIV/2005/GA0/271205/N
n4:strany
CD-ROM
n4:aktivita
n19:P
n4:aktivity
P(GA103/04/1451)
n4:dodaniDat
n14:2005
n4:domaciTvurceVysledku
n11:7278993
n4:druhVysledku
n15:D
n4:duvernostUdaju
n6:S
n4:entitaPredkladatele
n13:predkladatel
n4:idSjednocenehoVysledku
580513
n4:idVysledku
RIV/61989100:27120/04:00010886
n4:jazykVysledku
n10:cze
n4:klicovaSlova
SBRA;Semi-Rigid Joint;Structure;Load Effects Combination;Reference Values
n4:klicoveSlovo
n5:Structure n5:Load%20Effects%20Combination n5:Reference%20Values n5:Semi-Rigid%20Joint n5:SBRA
n4:kontrolniKodProRIV
[C4DE992856C9]
n4:mistoKonaniAkce
Brno
n4:mistoVydani
Brno
n4:nazevZdroje
Sborník 6. Odborná konference %22Juniorstav%22
n4:obor
n12:JN
n4:pocetDomacichTvurcuVysledku
1
n4:pocetTvurcuVysledku
1
n4:projekt
n21:GA103%2F04%2F1451
n4:rokUplatneniVysledku
n14:2004
n4:tvurceVysledku
Křivý, Vít
n4:typAkce
n16:CST
n4:zahajeniAkce
2004-02-04+01:00
s:numberOfPages
9
n18:hasPublisher
Vysoké učení technické v Brně
n9:isbn
80-214-256
n17:organizacniJednotka
27120