This HTML5 document contains 39 embedded RDF statements represented using HTML+Microdata notation.

The embedded RDF content will be recognized by any processor of HTML5 Microdata.

Namespace Prefixes

PrefixIRI
dctermshttp://purl.org/dc/terms/
n16http://linked.opendata.cz/resource/domain/vavai/projekt/
n6http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n18http://linked.opendata.cz/ontology/domain/vavai/
n15http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F67985840%3A_____%2F14%3A00425623%21RIV15-AV0-67985840/
shttp://schema.org/
n5http://linked.opendata.cz/ontology/domain/vavai/riv/
skoshttp://www.w3.org/2004/02/skos/core#
n12http://bibframe.org/vocab/
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n7http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n9http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n17http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n13http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n10http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n8http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n11http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F67985840%3A_____%2F14%3A00425623%21RIV15-AV0-67985840
rdf:type
skos:Concept n18:Vysledek
dcterms:description
A Reissner–Mindlin model of a plate resting on unilateral rigid piers and a unilateral elastic foundation is considered. Since the material coefficients of the orthotropic plate, stiffness of the foundation, and the lateral loading are uncertain, a method of the worst scenario (anti-optimization) is employed to find maximal values of some quantity of interest. The state problem is formulated in terms of a variational inequality with a monotone operator. Using mixed-interpolated finite elements, approximations are proposed for the state problem and for the worst scenario problem. The solvability of the problems and a convergence of approximations is proved. A Reissner–Mindlin model of a plate resting on unilateral rigid piers and a unilateral elastic foundation is considered. Since the material coefficients of the orthotropic plate, stiffness of the foundation, and the lateral loading are uncertain, a method of the worst scenario (anti-optimization) is employed to find maximal values of some quantity of interest. The state problem is formulated in terms of a variational inequality with a monotone operator. Using mixed-interpolated finite elements, approximations are proposed for the state problem and for the worst scenario problem. The solvability of the problems and a convergence of approximations is proved.
dcterms:title
Reissner-Mindlin plate model with uncertain input data Reissner-Mindlin plate model with uncertain input data
skos:prefLabel
Reissner-Mindlin plate model with uncertain input data Reissner-Mindlin plate model with uncertain input data
skos:notation
RIV/67985840:_____/14:00425623!RIV15-AV0-67985840
n5:aktivita
n13:P n13:I
n5:aktivity
I, P(GAP105/10/1682)
n5:cisloPeriodika
Jun
n5:dodaniDat
n11:2015
n5:domaciTvurceVysledku
n6:4429400
n5:druhVysledku
n10:J
n5:duvernostUdaju
n9:S
n5:entitaPredkladatele
n15:predkladatel
n5:idSjednocenehoVysledku
41942
n5:idVysledku
RIV/67985840:_____/14:00425623
n5:jazykVysledku
n17:eng
n5:klicovaSlova
Reissner-Mindlin model; orthotropic plate
n5:klicoveSlovo
n7:orthotropic%20plate n7:Reissner-Mindlin%20model
n5:kodStatuVydavatele
GB - Spojené království Velké Británie a Severního Irska
n5:kontrolniKodProRIV
[716B94B4C3F4]
n5:nazevZdroje
Nonlinear Analysis: Real World Applications
n5:obor
n8:BA
n5:pocetDomacichTvurcuVysledku
1
n5:pocetTvurcuVysledku
2
n5:projekt
n16:GAP105%2F10%2F1682
n5:rokUplatneniVysledku
n11:2014
n5:svazekPeriodika
17
n5:tvurceVysledku
Hlaváček, Ivan Chleboun, J.
n5:wos
000331505300006
s:issn
1468-1218
s:numberOfPages
18
n12:doi
10.1016/j.nonrwa.2013.10.007