About: Analysis of Vibro-based Isolated Building

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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 paper deals with the application of an elastic antivibration layer at foundation base level in order to eliminate excessive vibrations propagating to the building through the subsoil from an underground railway structure. The principle of double RC plates with embedded elastomer/rubber layer involves consistent separation of the upper part of the structure from the foundation. The layer of elastomer was considered as the elastic subsoil of the Winkler-Pasternak model below the whole area of the upper part of the foundation plate. The nonstationary time history of vibration is used as an excitation of the structure. An assessment of the effectiveness of the sprung system can be based on a comparison between the measured vibrations and the vibration level of the individual storeys for isolated and nonisolated structure. The springing is, consequently, a very efficient instrument for reduce the transfer of vibration. The paper deals with the application of an elastic antivibration layer at foundation base level in order to eliminate excessive vibrations propagating to the building through the subsoil from an underground railway structure. The principle of double RC plates with embedded elastomer/rubber layer involves consistent separation of the upper part of the structure from the foundation. The layer of elastomer was considered as the elastic subsoil of the Winkler-Pasternak model below the whole area of the upper part of the foundation plate. The nonstationary time history of vibration is used as an excitation of the structure. An assessment of the effectiveness of the sprung system can be based on a comparison between the measured vibrations and the vibration level of the individual storeys for isolated and nonisolated structure. The springing is, consequently, a very efficient instrument for reduce the transfer of vibration. (en)
Title	Analysis of Vibro-based Isolated Building Analysis of Vibro-based Isolated Building (en)
skos:prefLabel	Analysis of Vibro-based Isolated Building Analysis of Vibro-based Isolated Building (en)
skos:notation	RIV/68407700:21610/12:00201521!RIV13-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	2013
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	122313
http://linked.open...ai/riv/idVysledku	RIV/68407700:21610/12:00201521
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Technical seismicity; vibroisolation; building; dynamic analysis; response prognosis (en)
http://linked.open.../riv/klicoveSlovo	Technical seismicity building vibroisolation dynamic analysis response prognosis
http://linked.open...ontrolniKodProRIV	[F1CB053FF80D]
http://linked.open...v/mistoKonaniAkce	Vídeň
http://linked.open...i/riv/mistoVydani	Vienna
http://linked.open...i/riv/nazevZdroje	Proceedings of the 6th European Congress on Computational Methods in Applied Sciences and Engineering
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	2012
http://linked.open...iv/tvurceVysledku	Makovička, D. jr. Makovička, Daniel
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2012-09-10 (xsd:date)
number of pages	9 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Vienna University of Technology
https://schema.org/isbn	978-3-9502481-9-7
http://localhost/t...ganizacniJednotka	21610

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