About: Princip ladění přídavné hmoty pro snížení vibrací konstrukcí

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Tuned mass dampers (TMDs) are spring-mass or spring-mass-damper systems which can be added to a structure to reduce its vibration response. Contrary to active vibration suppression systems, which directly monitor the structural response and accordingly adjust their dynamic behaviour to reduce response over a wide frequency range, TMDs are passive devices which are effective only in a narrow frequency range. Adding a spring-mass system to an undamped SDOF structure, which was excited by a resonant sinusoidal force, would form a new 2DOF system in which the structural response would be completely eliminated in the case when the natural frequency of the absorber was the same as the one of the primary system. This paper describes theoretical equations of finding optima values. Tuned mass dampers (TMDs) are spring-mass or spring-mass-damper systems which can be added to a structure to reduce its vibration response. Contrary to active vibration suppression systems, which directly monitor the structural response and accordingly adjust their dynamic behaviour to reduce response over a wide frequency range, TMDs are passive devices which are effective only in a narrow frequency range. Adding a spring-mass system to an undamped SDOF structure, which was excited by a resonant sinusoidal force, would form a new 2DOF system in which the structural response would be completely eliminated in the case when the natural frequency of the absorber was the same as the one of the primary system. This paper describes theoretical equations of finding optima values. (en) Tuned mass dampers (TMDs) are spring-mass or spring-mass-damper systems which can be added to a structure to reduce its vibration response. Contrary to active vibration suppression systems, which directly monitor the structural response and accordingly adjust their dynamic behaviour to reduce response over a wide frequency range, TMDs are passive devices which are effective only in a narrow frequency range. Adding a spring-mass system to an undamped SDOF structure, which was excited by a resonant sinusoidal force, would form a new 2DOF system in which the structural response would be completely eliminated in the case when the natural frequency of the absorber was the same as the one of the primary system. This paper describes theoretical equations of finding optima values. (cs)
Title	Princip ladění přídavné hmoty pro snížení vibrací konstrukcí Princip ladění přídavné hmoty pro snížení vibrací konstrukcí (en) Princip ladění přídavné hmoty pro snížení vibrací konstrukcí (cs)
skos:prefLabel	Princip ladění přídavné hmoty pro snížení vibrací konstrukcí Princip ladění přídavné hmoty pro snížení vibrací konstrukcí (en) Princip ladění přídavné hmoty pro snížení vibrací konstrukcí (cs)
skos:notation	RIV/00216305:26110/09:PU85671!RIV10-GA0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GA103/08/0275), P(GA103/09/1258), P(IAA201720901)
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Hradil, Petr Kala, Jiří Salajka, Vlastislav
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	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	336047
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/09:PU85671
http://linked.open...riv/jazykVysledku	cze - čeština
http://linked.open.../riv/klicovaSlova	Tuned mass damper, optima values, resonance (en)
http://linked.open.../riv/klicoveSlovo	resonance Tuned mass damper optima values
http://linked.open...ontrolniKodProRIV	[99D6E5741049]
http://linked.open...v/mistoKonaniAkce	Bratislava
http://linked.open...i/riv/mistoVydani	Bratislava, Česká republika
http://linked.open...i/riv/nazevZdroje	New trends in statics and dynamics of buildings
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Theory and real behaviour of the structure elements, parts and concrete-steel load carrying systems Sensitivity and uncertainty analysis of reliability of building structures Sensitivity analysis of factors influencing the limit state of thin-walled structures
http://linked.open...UplatneniVysledku	2009
http://linked.open...iv/tvurceVysledku	Hradil, Petr Kala, Jiří Salajka, Vlastislav
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2009-11-22 (xsd:date)
number of pages	4 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-227-3170-6
http://localhost/t...ganizacniJednotka	26110
is http://linked.open...avai/riv/vysledek of	Princip ladění přídavné hmoty pro snížení vibrací konstrukcí Princip ladění přídavné hmoty pro snížení vibrací konstrukcí Princip ladění přídavné hmoty pro snížení vibrací konstrukcí Princip ladění přídavné hmoty pro snížení vibrací konstrukcí

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