About: Dynamic Behaviour of a Steel Cable-stayed Footbridge Damped by TMD

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About: Dynamic Behaviour of a Steel Cable-stayed Footbridge Damped by TMD Goto Sponge NotDistinct Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	A new footbridge across the highway D5 near Cernice was built in 2004 on the basis of PONTEX design. According to the final design, the footbridge was very dynamically sensitive to live load caused by pedestrians in the vertical direction, especially by vandalism. A new footbridge across the highway D5 near Cernice was built in 2004 on the basis of PONTEX design. According to the final design, the footbridge was very dynamically sensitive to live load caused by pedestrians in the vertical direction, especially by vandalism. (en)
Title	Dynamic Behaviour of a Steel Cable-stayed Footbridge Damped by TMD Dynamic Behaviour of a Steel Cable-stayed Footbridge Damped by TMD (en)
skos:prefLabel	Dynamic Behaviour of a Steel Cable-stayed Footbridge Damped by TMD Dynamic Behaviour of a Steel Cable-stayed Footbridge Damped by TMD (en)
skos:notation	RIV/68407700:21610/05:00109570!RIV10-MD0-21610___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1F45D/077/120)
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Studničková, Marie
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	518907
http://linked.open...ai/riv/idVysledku	RIV/68407700:21610/05:00109570
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	damping; damping absorber; dynamic load test; footbridge; modal analysis; natural frequency; natural mode; tuned mass damper (en)
http://linked.open.../riv/klicoveSlovo	natural frequency damping footbridge dynamic load test damping absorber modal analysis tuned mass damper natural mode
http://linked.open...ontrolniKodProRIV	[1042A592150F]
http://linked.open...v/mistoKonaniAkce	Paris
http://linked.open...i/riv/mistoVydani	Rotterdam
http://linked.open...i/riv/nazevZdroje	Proceedings of the 6th International Conference on Structural Dynamics
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	6 (xsd:int)
http://linked.open...vavai/riv/projekt	Response of bridges to thermal and traffic actions
http://linked.open...UplatneniVysledku	2005
http://linked.open...iv/tvurceVysledku	Polák, Michal Studničková, Marie
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open...ain/vavai/riv/wos	000239450100080
http://linked.open.../riv/zahajeniAkce	2005-09-04 (xsd:date)
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Millpress Science Publishers
https://schema.org/isbn	90-5966-033-1
http://localhost/t...ganizacniJednotka	21610
is http://linked.open...avai/riv/vysledek of	Dynamic Behaviour of a Steel Cable-stayed Footbridge Damped by TMD

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