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    Synchronization among Pedestrians in Footbridges due to Crowd Density

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 005
    Author:
    Roberto Leal
    ,
    Pimentel
    ,
    Moacir Carlos
    ,
    Araújo
    ,
    Jr.
    ,
    Halane Maria
    ,
    Braga Fernandes Brito
    ,
    José Luis
    ,
    Vital de Brito
    DOI: 10.1061/(ASCE)BE.1943-5592.0000347
    Publisher: American Society of Civil Engineers
    Abstract: Crowding is a critical condition for footbridges that are prone to vibration problems from pedestrian loads. Synchronization of pedestrian movements has been identified as the cause of the excessive lateral vibration in some footbridges. Two conditions have been named as the cause of synchronization: increase in crowd density and pedestrian-structure interaction. The former would be related to the onset of the phenomenon; the latter takes place after structural vibration reaches a certain level. This paper focuses on the former condition. A test program to investigate whether this condition occurs was carried out for a range of pedestrian densities, complementing data previously published on this subject. The head movement of pedestrians walking both in groups and in a flow was recorded by a video camera, and the examination of the video indicated no synchronization from densification. However, it was observed that the lateral sway of the pedestrians’ bodies increased with the increase of density. By using an existing model of an inverted pendulum to estimate lateral forces applied by a pedestrian and using the collected data as input to the model, a steady increase of lateral force from the rise in density was observed: it reached a 104% increase for a density of 1.8 pedestrians/m
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      Synchronization among Pedestrians in Footbridges due to Crowd Density

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    https://yetl.yabesh.ir/yetl1/handle/yetl/56891
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    contributor authorRoberto Leal
    contributor authorPimentel
    contributor authorMoacir Carlos
    contributor authorAraújo
    contributor authorJr.
    contributor authorHalane Maria
    contributor authorBraga Fernandes Brito
    contributor authorJosé Luis
    contributor authorVital de Brito
    date accessioned2017-05-08T21:35:23Z
    date available2017-05-08T21:35:23Z
    date copyrightMay 2013
    date issued2013
    identifier other%28asce%29be%2E1943-5592%2E0000349.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56891
    description abstractCrowding is a critical condition for footbridges that are prone to vibration problems from pedestrian loads. Synchronization of pedestrian movements has been identified as the cause of the excessive lateral vibration in some footbridges. Two conditions have been named as the cause of synchronization: increase in crowd density and pedestrian-structure interaction. The former would be related to the onset of the phenomenon; the latter takes place after structural vibration reaches a certain level. This paper focuses on the former condition. A test program to investigate whether this condition occurs was carried out for a range of pedestrian densities, complementing data previously published on this subject. The head movement of pedestrians walking both in groups and in a flow was recorded by a video camera, and the examination of the video indicated no synchronization from densification. However, it was observed that the lateral sway of the pedestrians’ bodies increased with the increase of density. By using an existing model of an inverted pendulum to estimate lateral forces applied by a pedestrian and using the collected data as input to the model, a steady increase of lateral force from the rise in density was observed: it reached a 104% increase for a density of 1.8 pedestrians/m
    publisherAmerican Society of Civil Engineers
    titleSynchronization among Pedestrians in Footbridges due to Crowd Density
    typeJournal Paper
    journal volume18
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000347
    treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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