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
n19http://linked.opendata.cz/ontology/domain/vavai/riv/typAkce/
dctermshttp://purl.org/dc/terms/
n13http://purl.org/net/nknouf/ns/bibtex#
n14http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n17http://linked.opendata.cz/ontology/domain/vavai/
n9https://schema.org/
n15http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F68378297%3A_____%2F14%3A00437669%21RIV15-AV0-68378297/
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#
n5http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n16http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n6http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n4http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n11http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n7http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n8http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F68378297%3A_____%2F14%3A00437669%21RIV15-AV0-68378297
rdf:type
skos:Concept n17:Vysledek
dcterms:description
This paper is considering the influence of the vertical seismic acceleration on the loaded capability of columns. The latter are the elements of the first level/storey of the frame building or other type of the bearing construction system. Computing model of the element is presented as a rod fully-fixed in the base, the upper end of which is fully-fixed relative to rotational displacement and free relative to lateral displacement. In the planof the building dimensions are limited i.e. incommensurable with teh length of the seismic wave. Accordingly all bearing parametric effect. Vertical seismic load is presented as a random proces. Choosing teh computing model of this proces we were guided by two conditions: required accuracy of the real load reflection and using the connection between intensities of the Markov proces and stochastic differential equations of the system undeer consideration, which is written in relation to introduced phase variables. In order to consider these conditions stationary random proces is presented as a model of the white noise. The base is the reaction of any inertial system to wide-band random proces, as a white noise type proces. In oreder to solve this task we use Lyapunov's Second Method, modified for system classified with continuous Markov proces. As a result we received conditions of appoint asymptotic stability in mean-square. This paper is considering the influence of the vertical seismic acceleration on the loaded capability of columns. The latter are the elements of the first level/storey of the frame building or other type of the bearing construction system. Computing model of the element is presented as a rod fully-fixed in the base, the upper end of which is fully-fixed relative to rotational displacement and free relative to lateral displacement. In the planof the building dimensions are limited i.e. incommensurable with teh length of the seismic wave. Accordingly all bearing parametric effect. Vertical seismic load is presented as a random proces. Choosing teh computing model of this proces we were guided by two conditions: required accuracy of the real load reflection and using the connection between intensities of the Markov proces and stochastic differential equations of the system undeer consideration, which is written in relation to introduced phase variables. In order to consider these conditions stationary random proces is presented as a model of the white noise. The base is the reaction of any inertial system to wide-band random proces, as a white noise type proces. In oreder to solve this task we use Lyapunov's Second Method, modified for system classified with continuous Markov proces. As a result we received conditions of appoint asymptotic stability in mean-square.
dcterms:title
Dynamic stability of construction under random seismic load Dynamic stability of construction under random seismic load
skos:prefLabel
Dynamic stability of construction under random seismic load Dynamic stability of construction under random seismic load
skos:notation
RIV/68378297:_____/14:00437669!RIV15-AV0-68378297
n3:aktivita
n4:I
n3:aktivity
I
n3:dodaniDat
n8:2015
n3:domaciTvurceVysledku
n14:9495193
n3:druhVysledku
n11:D
n3:duvernostUdaju
n16:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
12683
n3:idVysledku
RIV/68378297:_____/14:00437669
n3:jazykVysledku
n6:eng
n3:klicovaSlova
dynamic stability; random seismic load; columns; computing model
n3:klicoveSlovo
n5:columns n5:random%20seismic%20load n5:computing%20model n5:dynamic%20stability
n3:kontrolniKodProRIV
[FADBD5BC1938]
n3:mistoKonaniAkce
Istanbul
n3:mistoVydani
Istanbul
n3:nazevZdroje
CONST ENG '14. Structures, materials and construction engineering conference proceedings.
n3:obor
n7:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
2
n3:rokUplatneniVysledku
n8:2014
n3:tvurceVysledku
Urushadze, Shota Esadze, S.
n3:typAkce
n19:WRD
n3:zahajeniAkce
2014-11-20+01:00
s:numberOfPages
6
n13:hasPublisher
DAKAM
n9:isbn
978-605-5120-94-8