About: Dynamic Analysis of Building Under Non-stationary Excitation Due to Technical Seismicity from Traffic Effects

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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)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The dominant vibrations propagate as non-stationary vibrations through the subsoil from the tube structure in the close vicinity of the analysed building structure. For response analysis, the measured time histories in the construction area were selected and then the typical response was used as an input for a dynamic analysis of the structure. The solution of vibration transfer from the subsoil to the structure is demonstrated using the example of a multi-storey reinforced concrete building, founded on a dual foundation plate. An anti-vibration layer of rubber has been used for decrease of vibration response of structure. The dominant vibrations propagate as non-stationary vibrations through the subsoil from the tube structure in the close vicinity of the analysed building structure. For response analysis, the measured time histories in the construction area were selected and then the typical response was used as an input for a dynamic analysis of the structure. The solution of vibration transfer from the subsoil to the structure is demonstrated using the example of a multi-storey reinforced concrete building, founded on a dual foundation plate. An anti-vibration layer of rubber has been used for decrease of vibration response of structure. (en)
Title	Dynamic Analysis of Building Under Non-stationary Excitation Due to Technical Seismicity from Traffic Effects Dynamic Analysis of Building Under Non-stationary Excitation Due to Technical Seismicity from Traffic Effects (en)
skos:prefLabel	Dynamic Analysis of Building Under Non-stationary Excitation Due to Technical Seismicity from Traffic Effects Dynamic Analysis of Building Under Non-stationary Excitation Due to Technical Seismicity from Traffic Effects (en)
skos:notation	RIV/68407700:21610/13:00212921!RIV14-GA0-21610___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GAP105/11/1580)
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Makovička, Daniel
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	České vysoké učení technické v Praze / Kloknerův ústav
http://linked.open...dnocenehoVysledku	70855
http://linked.open...ai/riv/idVysledku	RIV/68407700:21610/13:00212921
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	building; dynamic analysis; nonstationary vibration; vibro-base isolation (en)
http://linked.open.../riv/klicoveSlovo	building nonstationary vibration dynamic analysis vibro-base isolation
http://linked.open...ontrolniKodProRIV	[F2DD56FB0475]
http://linked.open...v/mistoKonaniAkce	Špičák
http://linked.open...i/riv/mistoVydani	Plzeň
http://linked.open...i/riv/nazevZdroje	29th conference with international participation COMPUTATIONAL MECHANICS 2013- Extended abstracts
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Transient response of structures under short-term dynamic or impact load due to seismic effects and explosions
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Makovička, Daniel Makovička, D.
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2013-11-04 (xsd:date)
number of pages	2 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Západočeská Universita
https://schema.org/isbn	978-80-261-0282-3
http://localhost/t...ganizacniJednotka	21610

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