About: Influence of parameters of a 3D numerical models on deformation arising in interaction of a foundation structure and subsoil

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About: Influence of parameters of a 3D numerical models on deformation arising in interaction of a foundation structure and subsoil Goto Sponge NotDistinct Permalink

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	For decades attention has been paid to interaction of foundation structures and subsoil and, in turn, to development of interaction models. Comlpexity of static solution is given mainly by selection of a computational model, effects of physical-nonlinear behaviour of such structure and co-effects of the upper structure and the foundation structure. The purpose of this paper is to compare the measured subsidence of the foundation in experiments of soil environment modelled by 3D finite elements. When 3D elements are used for 3D tasks, the final deformation is considerably influenced by the size of the modelled area which represents the subsoil and by boundary conditions. For decades attention has been paid to interaction of foundation structures and subsoil and, in turn, to development of interaction models. Comlpexity of static solution is given mainly by selection of a computational model, effects of physical-nonlinear behaviour of such structure and co-effects of the upper structure and the foundation structure. The purpose of this paper is to compare the measured subsidence of the foundation in experiments of soil environment modelled by 3D finite elements. When 3D elements are used for 3D tasks, the final deformation is considerably influenced by the size of the modelled area which represents the subsoil and by boundary conditions. (en) For decades attention has been paid to interaction of foundation structures and subsoil and, in turn, to development of interaction models. Comlpexity of static solution is given mainly by selection of a computational model, effects of physical-nonlinear behaviour of such structure and co-effects of the upper structure and the foundation structure. The purpose of this paper is to compare the measured subsidence of the foundation in experiments of soil environment modelled by 3D finite elements. When 3D elements are used for 3D tasks, the final deformation is considerably influenced by the size of the modelled area which represents the subsoil and by boundary conditions. (cs)
Title	Influence of parameters of a 3D numerical models on deformation arising in interaction of a foundation structure and subsoil Influence of parameters of a 3D numerical models on deformation arising in interaction of a foundation structure and subsoil (en) Influence of parameters of a 3D numerical models on deformation arising in interaction of a foundation structure and subsoil (cs)
skos:prefLabel	Influence of parameters of a 3D numerical models on deformation arising in interaction of a foundation structure and subsoil Influence of parameters of a 3D numerical models on deformation arising in interaction of a foundation structure and subsoil (en) Influence of parameters of a 3D numerical models on deformation arising in interaction of a foundation structure and subsoil (cs)
skos:notation	RIV/62304178:_____/13:#0000013!RIV14-MPO-62304178
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(FR-TI2/746)
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Labudková, Jana Čajka, Radim
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	ARMING spol. s r.o.
http://linked.open...dnocenehoVysledku	79865
http://linked.open...ai/riv/idVysledku	RIV/62304178:_____/13:#0000013
http://linked.open...riv/jazykVysledku	cze - čeština
http://linked.open.../riv/klicovaSlova	foundation structures, soil - structure interaction, contacts, stress, 3D FEM element (en)
http://linked.open.../riv/klicoveSlovo	soil stress 3D FEM element contacts foundation structures
http://linked.open...ontrolniKodProRIV	[D08B7A96DA6B]
http://linked.open...v/mistoKonaniAkce	Budapešť
http://linked.open...i/riv/mistoVydani	Maďarsko
http://linked.open...i/riv/nazevZdroje	Recent Advances in Urban Planning and Construction : proceedings of the 4th International Conference on Urban Sustainability
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	*Reological sliding joint with thermo-controlled viscoelastic properties
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Čajka, Radim Labudková, J.
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2013-12-10 (xsd:date)
issn	2227-4359
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	WSEAS Press
https://schema.org/isbn	978-960-474-352-0

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