About: Návrh tlumiče na lehké mostní konstrukce zatížené pohybem osob

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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	A significant requirement for bridge structure designs consists in analyzing the influence of the structure on moving pedestrians with respect to their walking comfort. This paper deals with the calculation of the response of a suspended steel bridge structure for pedestrians and light vehicles to the influence of moving pedestrians. The responses of the structures without and with a tuned mass damper at a resonance excitation rising from an alternative pedestrian load are compared. The influence of the pedestrian motion on the bridge structure response is monitored. (en) A significant requirement for bridge structure designs consists in analyzing the influence of the structure on moving pedestrians with respect to their walking comfort. This paper deals with the calculation of the response of a suspended steel bridge structure for pedestrians and light vehicles to the influence of moving pedestrians. The responses of the structures without and with a tuned mass damper at a resonance excitation rising from an alternative pedestrian load are compared. The influence of the pedestrian motion on the bridge structure response is monitored. A significant requirement for bridge structure designs consists in analyzing the influence of the structure on moving pedestrians with respect to their walking comfort. This paper deals with the calculation of the response of a suspended steel bridge structure for pedestrians and light vehicles to the influence of moving pedestrians. The responses of the structures without and with a tuned mass damper at a resonance excitation rising from an alternative pedestrian load are compared. The influence of the pedestrian motion on the bridge structure response is monitored. (cs)
Title	Návrh tlumiče na lehké mostní konstrukce zatížené pohybem osob The design of tuned mass damper on bridge structure exposed to pedestrian loading (en) Návrh tlumiče na lehké mostní konstrukce zatížené pohybem osob (cs)
skos:prefLabel	Návrh tlumiče na lehké mostní konstrukce zatížené pohybem osob The design of tuned mass damper on bridge structure exposed to pedestrian loading (en) Návrh tlumiče na lehké mostní konstrukce zatížené pohybem osob (cs)
skos:notation	RIV/00216305:26110/09:PU85669!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA103/08/0275), P(GA103/09/1258), Z(MSM0021630519)
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	328726
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/09:PU85669
http://linked.open...riv/jazykVysledku	cze - čeština
http://linked.open.../riv/klicovaSlova	Footbridge, Serviceability, Pedestrian action, Numerical analysis (en)
http://linked.open.../riv/klicoveSlovo	Pedestrian action Serviceability Numerical analysis Footbridge
http://linked.open...ontrolniKodProRIV	[0FDF02FF5CE2]
http://linked.open...v/mistoKonaniAkce	Brno
http://linked.open...i/riv/mistoVydani	Brno, Česká republika
http://linked.open...i/riv/nazevZdroje	Ocelové konstrukce a mosty 2009
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 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	CST - Celostátní
http://linked.open.../riv/zahajeniAkce	2009-09-23 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-7204-635-5
http://localhost/t...ganizacniJednotka	26110
is http://linked.open...avai/riv/vysledek of	Návrh tlumiče na lehké mostní konstrukce zatížené pohybem osob Návrh tlumiče na lehké mostní konstrukce zatížené pohybem osob Návrh tlumiče na lehké mostní konstrukce zatížené pohybem osob Návrh tlumiče na lehké mostní konstrukce zatížené pohybem osob

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