About: Case of Ultimate Limit State Design and Eurocode 7-1

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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)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	LSD theory was implemented formally in Czech practice in 1966 but it was opposed by most professionals. The theory was contrary to the former successful Safety Factor Design and objections were targeted especially against the Ultimate Limit State Design (ULSD). The development of Eurocode (EC) 7-1 began at the end of 1970 and met with similar opposition. However, the same problem was solved in a different way with the Czech standardization which had implemented the LSD with another definition of characteristic input values. The European standardization retained the classical LSD including geotechnical ULSD although design problems were not solved satisfactorily. Now, EC 7-1 has come into force in the European Union (also in the Czech Republic) and it is in a period of calibration. The most serious problem is the ULSD application for geotechnical (non-linear) tasks using derived material inputs which appear to be very inadequate. LSD theory was implemented formally in Czech practice in 1966 but it was opposed by most professionals. The theory was contrary to the former successful Safety Factor Design and objections were targeted especially against the Ultimate Limit State Design (ULSD). The development of Eurocode (EC) 7-1 began at the end of 1970 and met with similar opposition. However, the same problem was solved in a different way with the Czech standardization which had implemented the LSD with another definition of characteristic input values. The European standardization retained the classical LSD including geotechnical ULSD although design problems were not solved satisfactorily. Now, EC 7-1 has come into force in the European Union (also in the Czech Republic) and it is in a period of calibration. The most serious problem is the ULSD application for geotechnical (non-linear) tasks using derived material inputs which appear to be very inadequate. (en)
Title	Case of Ultimate Limit State Design and Eurocode 7-1 Case of Ultimate Limit State Design and Eurocode 7-1 (en)
skos:prefLabel	Case of Ultimate Limit State Design and Eurocode 7-1 Case of Ultimate Limit State Design and Eurocode 7-1 (en)
skos:notation	RIV/68378297:_____/13:00425053!RIV14-GA0-68378297
http://linked.open...avai/predkladatel	Ústav teoretické a aplikované mechaniky AV ČR, v. v. i.
http://linked.open...avai/riv/aktivita	I P
http://linked.open...avai/riv/aktivity	I, P(GA103/02/0956), P(GA103/05/2130), P(GA103/07/0557), P(GA103/08/1617), P(IAA2071302)
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Koudelka, Petr
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	Ústav teoretické a aplikované mechaniky AV ČR, v. v. i.
http://linked.open...dnocenehoVysledku	64339
http://linked.open...ai/riv/idVysledku	RIV/68378297:_____/13:00425053
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	limit state design; geotechnics; Eurocode (en)
http://linked.open.../riv/klicoveSlovo	limit state design Eurocode geotechnics
http://linked.open...ontrolniKodProRIV	[2E6828CC9E6C]
http://linked.open...v/mistoKonaniAkce	Wheeling
http://linked.open...i/riv/mistoVydani	Rolla
http://linked.open...i/riv/nazevZdroje	Case histories in geotechnical engineering
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	Probabilistic Engineering Reliability Assessment of Structures Non-linear contact problem of lateral pressure of granular multi-phase mass Theory of design in geomechanics Reliability of Theory of Substitutive Property Values in Mechanics of Granular Materials Passive Lateral Pressure of Multi-phase Granular Material
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Koudelka, Petr
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2013-04-29 (xsd:date)
number of pages	9 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Missouri University of Science and Technology
https://schema.org/isbn	1-887009-17-5

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