This HTML5 document contains 42 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/
n8http://localhost/temp/predkladatel/
n4http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n11http://linked.opendata.cz/resource/domain/vavai/subjekt/
n10http://linked.opendata.cz/ontology/domain/vavai/
shttp://schema.org/
skoshttp://www.w3.org/2004/02/skos/core#
n3http://linked.opendata.cz/ontology/domain/vavai/riv/
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n9http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F00216305%3A26110%2F11%3APU97515%21RIV12-MSM-26110___/
n14http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n5http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n18http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n15http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n17http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n7http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n13http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F11%3APU97515%21RIV12-MSM-26110___
rdf:type
skos:Concept n10:Vysledek
dcterms:description
The work deals with issues of soil-structure interaction (SSI). Solved structure is a reinforced concrete table-top foundation under the compressor with turbine. Dynamic response of the structure is strongly influenced by subsoil. It is therefore necessary to create a computational model of the structure including the subsoil. The spatial model of subsoil places considerable demands on computing time and data volume. The computational model of the structure including the subsoil is composed of FEM program system ANSYS. It is a study of the influence of shape, discretization and boundary conditions on the modal characteristics of the construction-foundation-subsoil system. The work deals with issues of soil-structure interaction (SSI). Solved structure is a reinforced concrete table-top foundation under the compressor with turbine. Dynamic response of the structure is strongly influenced by subsoil. It is therefore necessary to create a computational model of the structure including the subsoil. The spatial model of subsoil places considerable demands on computing time and data volume. The computational model of the structure including the subsoil is composed of FEM program system ANSYS. It is a study of the influence of shape, discretization and boundary conditions on the modal characteristics of the construction-foundation-subsoil system. The work deals with issues of soil-structure interaction (SSI). Solved structure is a reinforced concrete table-top foundation under the compressor with turbine. Dynamic response of the structure is strongly influenced by subsoil. It is therefore necessary to create a computational model of the structure including the subsoil. The spatial model of subsoil places considerable demands on computing time and data volume. The computational model of the structure including the subsoil is composed of FEM program system ANSYS. It is a study of the influence of shape, discretization and boundary conditions on the modal characteristics of the construction-foundation-subsoil system.
dcterms:title
Numerická analýza vlivu parametrů MKP modelu podzákladí na modální charakteristiky systéhu podzákladí-konstrukce Numerická analýza vlivu parametrů MKP modelu podzákladí na modální charakteristiky systéhu podzákladí-konstrukce Numerical Analysis of Parameters of MKP Subsoil model on The modal Characteristics of The Subsoil-Construction System
skos:prefLabel
Numerická analýza vlivu parametrů MKP modelu podzákladí na modální charakteristiky systéhu podzákladí-konstrukce Numerical Analysis of Parameters of MKP Subsoil model on The modal Characteristics of The Subsoil-Construction System Numerická analýza vlivu parametrů MKP modelu podzákladí na modální charakteristiky systéhu podzákladí-konstrukce
skos:notation
RIV/00216305:26110/11:PU97515!RIV12-MSM-26110___
n10:predkladatel
n11:orjk%3A26110
n3:aktivita
n15:S
n3:aktivity
S
n3:cisloPeriodika
6
n3:dodaniDat
n13:2012
n3:domaciTvurceVysledku
n4:3208567
n3:druhVysledku
n17:J
n3:duvernostUdaju
n5:S
n3:entitaPredkladatele
n9:predkladatel
n3:idSjednocenehoVysledku
216862
n3:idVysledku
RIV/00216305:26110/11:PU97515
n3:jazykVysledku
n18:cze
n3:klicovaSlova
Dynamics of constructions, Table top type foundation of machines, Soil-structure interaction (SSI), Dynamic soil structure interaction (DSSI), Ansys
n3:klicoveSlovo
n14:Soil-structure%20interaction%20%28SSI%29 n14:Table%20top%20type%20foundation%20of%20machines n14:Ansys n14:Dynamic%20soil%20structure%20interaction%20%28DSSI%29 n14:Dynamics%20of%20constructions
n3:kodStatuVydavatele
CZ - Česká republika
n3:kontrolniKodProRIV
[D6C744B85A54]
n3:nazevZdroje
Konstrukce
n3:obor
n7:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:rokUplatneniVysledku
n13:2011
n3:svazekPeriodika
2011
n3:tvurceVysledku
Martinásek, Josef
s:issn
1213-8762
s:numberOfPages
4
n8:organizacniJednotka
26110