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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F09%3APU85655%21RIV10-MSM-26110___
rdf:type
n10:Vysledek skos:Concept
dcterms:description
Many 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. An attempt to model the load imposed by a single person and a crowd of pedestrians resulted in displacements and accelerations that are compared Many 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. An attempt to model the load imposed by a single person and a crowd of pedestrians resulted in displacements and accelerations that are compared
dcterms:title
Footbridge response on single pedestrian induced vibration analysis Footbridge response on single pedestrian induced vibration analysis
skos:prefLabel
Footbridge response on single pedestrian induced vibration analysis Footbridge response on single pedestrian induced vibration analysis
skos:notation
RIV/00216305:26110/09:PU85655!RIV10-MSM-26110___
n3:aktivita
n9:P n9:Z
n3:aktivity
P(GA103/08/0275), P(GA103/09/1258), Z(MSM0021630519)
n3:cisloPeriodika
2
n3:dodaniDat
n15:2010
n3:domaciTvurceVysledku
n8:8750939 n8:5692164 n8:3964361
n3:druhVysledku
n4:J
n3:duvernostUdaju
n17:S
n3:entitaPredkladatele
n16:predkladatel
n3:idSjednocenehoVysledku
315336
n3:idVysledku
RIV/00216305:26110/09:PU85655
n3:jazykVysledku
n13:eng
n3:klicovaSlova
Footbridge, Serviceability, Pedestrian action, Numerical analysis.
n3:klicoveSlovo
n11:Pedestrian%20action n11:Footbridge n11:Numerical%20analysis. n11:Serviceability
n3:kodStatuVydavatele
FR - Francouzská republika
n3:kontrolniKodProRIV
[30D5BD3C2F2A]
n3:nazevZdroje
PROCEEDINGS OF WORLD ACADEMY OF SCIENCE, ENGINEERING AND TECHNOLOGY
n3:obor
n18:JM
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n5:GA103%2F08%2F0275 n5:GA103%2F09%2F1258
n3:rokUplatneniVysledku
n15:2009
n3:svazekPeriodika
38
n3:tvurceVysledku
Salajka, Vlastislav Hradil, Petr Kala, Jiří
n3:zamer
n7:MSM0021630519
s:issn
2070-3740
s:numberOfPages
12
n19:organizacniJednotka
26110