About: Partial Factors for Selected Reinforced Concrete Members: Background to a Revision of SANS 10100-1

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The application of Eurocode EN 1992-1-1 in revising the South African standard for structural concrete design SABS 0100-1:1992 will require the determination of partial factors in accordance with the reliability requirements of the revised South African loading code SANS 10160:2010. The partial material factors gamma s for steel and gamma c for concrete are proposed in analysing the reliability of reinforced concrete slabs and short centrically loaded columns. It apears that the partial factors gamma s = 1,10 and gamma c = 1,40 are a suitable set of factors to be considered in the foreseen revision of the code. Further research is required on the model uncertainty for different structural members (flexural members, shear, columns, walls) and the theoretical models of basic resistance variables related to quality control. The application of Eurocode EN 1992-1-1 in revising the South African standard for structural concrete design SABS 0100-1:1992 will require the determination of partial factors in accordance with the reliability requirements of the revised South African loading code SANS 10160:2010. The partial material factors gamma s for steel and gamma c for concrete are proposed in analysing the reliability of reinforced concrete slabs and short centrically loaded columns. It apears that the partial factors gamma s = 1,10 and gamma c = 1,40 are a suitable set of factors to be considered in the foreseen revision of the code. Further research is required on the model uncertainty for different structural members (flexural members, shear, columns, walls) and the theoretical models of basic resistance variables related to quality control. (en)
Title	Partial Factors for Selected Reinforced Concrete Members: Background to a Revision of SANS 10100-1 Partial Factors for Selected Reinforced Concrete Members: Background to a Revision of SANS 10100-1 (en)
skos:prefLabel	Partial Factors for Selected Reinforced Concrete Members: Background to a Revision of SANS 10100-1 Partial Factors for Selected Reinforced Concrete Members: Background to a Revision of SANS 10100-1 (en)
skos:notation	RIV/68407700:21610/10:00178507!RIV11-GA0-21610___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GA103/06/1562)
http://linked.open...iv/cisloPeriodika	1
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Holický, Milan
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	České vysoké učení technické v Praze / Kloknerův ústav
http://linked.open...dnocenehoVysledku	278144
http://linked.open...ai/riv/idVysledku	RIV/68407700:21610/10:00178507
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	concrete reliability; partial factors; concrete design; flexural resistance; column resistance (en)
http://linked.open.../riv/klicoveSlovo	partial factors column resistance concrete design concrete reliability flexural resistance
http://linked.open...odStatuVydavatele	ZA - Jihoafrická republika
http://linked.open...ontrolniKodProRIV	[B1ABD5C8A137]
http://linked.open...i/riv/nazevZdroje	Journal of the South African Institution of Civil Engineering
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Development of durability concepts for verification of structures and materials
http://linked.open...UplatneniVysledku	2010
http://linked.open...v/svazekPeriodika	52
http://linked.open...iv/tvurceVysledku	Holický, Milan Retief, J. Wium, J.
http://linked.open...ain/vavai/riv/wos	000278468500005
issn	1021-2019
number of pages	9 (xsd:int)
http://localhost/t...ganizacniJednotka	21610

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