About: Experimental approach of the single pedestrian induced excitation

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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	Pedestrian-induced vibrations are a criterion for serviceability. This loading is significant for light-weight footbridge structures, but was established as a basic loading for the ceilings of various ordinary buildings. Wide variations of this action exist. To verify the different conclusions of various authors, vertical pressure measurements invoked during walking were performed. In the article the approaches of different design codes are also shown. Pedestrian-induced vibrations are a criterion for serviceability. This loading is significant for light-weight footbridge structures, but was established as a basic loading for the ceilings of various ordinary buildings. Wide variations of this action exist. To verify the different conclusions of various authors, vertical pressure measurements invoked during walking were performed. In the article the approaches of different design codes are also shown. (en)
Title	Experimental approach of the single pedestrian induced excitation Experimental approach of the single pedestrian induced excitation (en)
skos:prefLabel	Experimental approach of the single pedestrian induced excitation Experimental approach of the single pedestrian induced excitation (en)
skos:notation	RIV/00216305:26110/10:PU90731!RIV11-GA0-26110___
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...iv/cisloPeriodika	4
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Barnat, Jan Kala, Jiří Bajer, Miroslav Smutný, Jaroslav
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
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	258257
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU90731
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Serviceability, Pedestrian action, Numerical analysis. (en)
http://linked.open.../riv/klicoveSlovo	Pedestrian action Serviceability Numerical analysis.
http://linked.open...odStatuVydavatele	SK - Slovenská republika
http://linked.open...ontrolniKodProRIV	[9131EC00BEF0]
http://linked.open...i/riv/nazevZdroje	Slovak Journal of Civil Emgineering
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	4 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (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	2010
http://linked.open...v/svazekPeriodika	18
http://linked.open...iv/tvurceVysledku	Bajer, Miroslav Barnat, Jan Kala, Jiří Smutný, Jaroslav
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
issn	1210-3896
number of pages	7 (xsd:int)
http://localhost/t...ganizacniJednotka	26110

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