About: Comfort criteria for suspension footbridge response on single pedestrian induced vibration analysis

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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	It is quite often that footbridges have natural frequencies that coincide with the dominant frequencies of the pedestrian-induced load and therefore they have a potential to suffer excessive vibrations under dynamic loads induced by pedestrians. Some of the design standards introduce load models for pedestrian loads applicable for simple structures. Load modeling for more complex structures, on the other hand, is most often left to the designer. The main focus of this paper is on the human induced forces transmitted to a footbridge and on the ways these loads can be modeled to be used in the dynamic design of footbridges. Also design criteria and load models proposed by widely used standards were introduced and a comparison was made. The dynamic analysis of the suspension bridge in Kolin in the Czech Republic was performed on detailed FEM model using the ANSYS program system. It is quite often that footbridges have natural frequencies that coincide with the dominant frequencies of the pedestrian-induced load and therefore they have a potential to suffer excessive vibrations under dynamic loads induced by pedestrians. Some of the design standards introduce load models for pedestrian loads applicable for simple structures. Load modeling for more complex structures, on the other hand, is most often left to the designer. The main focus of this paper is on the human induced forces transmitted to a footbridge and on the ways these loads can be modeled to be used in the dynamic design of footbridges. Also design criteria and load models proposed by widely used standards were introduced and a comparison was made. The dynamic analysis of the suspension bridge in Kolin in the Czech Republic was performed on detailed FEM model using the ANSYS program system. (en)
Title	Comfort criteria for suspension footbridge response on single pedestrian induced vibration analysis Comfort criteria for suspension footbridge response on single pedestrian induced vibration analysis (en)
skos:prefLabel	Comfort criteria for suspension footbridge response on single pedestrian induced vibration analysis Comfort criteria for suspension footbridge response on single pedestrian induced vibration analysis (en)
skos:notation	RIV/00216305:26110/10:PU90734!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...vai/riv/dodaniDat	2011
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	251242
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU90734
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Footbridge, Serviceability, ANSYS, komfort criteria (en)
http://linked.open.../riv/klicoveSlovo	Serviceability ANSYS Footbridge komfort criteria
http://linked.open...ontrolniKodProRIV	[96EBA7FCDD8E]
http://linked.open...v/mistoKonaniAkce	Rhodes
http://linked.open...i/riv/mistoVydani	Rhodes, Řecko
http://linked.open...i/riv/nazevZdroje	Reliability, Risk and Safety (ESREL 2010)
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	2010
http://linked.open...iv/tvurceVysledku	Hradil, Petr Kala, Jiří Salajka, Vlastislav
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2010-06-05 (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	978-0-415-60427-7
http://localhost/t...ganizacniJednotka	26110

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