YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Bridge Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Bridge Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Lateral Pedestrian-Induced Vibrations of Footbridges: Characteristics of Walking Forces

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 009
    Author:
    Francesco
    ,
    Ricciardelli
    ,
    Michele
    ,
    Mafrici
    ,
    Einar Thór
    ,
    Ingólfsson
    DOI: 10.1061/(ASCE)BE.1943-5592.0000597
    Publisher: American Society of Civil Engineers
    Abstract: The forces a walker exerts to an oscillating floor differ significantly from those exerted to a fixed floor. This is because of a natural and unconscious gait modification, deriving from the necessity of minimizing energy consumption while maintaining balance. Among other factors, these forces depend on the frequency and amplitude of oscillation of the floor, and this dependency is claimed to be responsible for most of the large amplitude vibrations observed on flexible footbridges. This paper reports the results of an extensive experimental campaign carried out using an instrumented treadmill, and aimed at evaluating the characteristics of the lateral force exerted by pedestrians when walking on a floor driven into a harmonic lateral motion with varying frequency and amplitude. The total measured force is separated into motion-dependent or self-excited components proportional to the floor velocity and acceleration, respectively, and an external excitation, which is independent of the floor motion. The variation of the acceleration- and velocity-proportional forces together with the characteristics of the spectra of the external excitation is discussed.
    • Download: (1.282Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Lateral Pedestrian-Induced Vibrations of Footbridges: Characteristics of Walking Forces

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/77207
    Collections
    • Journal of Bridge Engineering

    Show full item record

    contributor authorFrancesco
    contributor authorRicciardelli
    contributor authorMichele
    contributor authorMafrici
    contributor authorEinar Thór
    contributor authorIngólfsson
    date accessioned2017-05-08T22:18:47Z
    date available2017-05-08T22:18:47Z
    date copyrightSeptember 2014
    date issued2014
    identifier other40320104.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77207
    description abstractThe forces a walker exerts to an oscillating floor differ significantly from those exerted to a fixed floor. This is because of a natural and unconscious gait modification, deriving from the necessity of minimizing energy consumption while maintaining balance. Among other factors, these forces depend on the frequency and amplitude of oscillation of the floor, and this dependency is claimed to be responsible for most of the large amplitude vibrations observed on flexible footbridges. This paper reports the results of an extensive experimental campaign carried out using an instrumented treadmill, and aimed at evaluating the characteristics of the lateral force exerted by pedestrians when walking on a floor driven into a harmonic lateral motion with varying frequency and amplitude. The total measured force is separated into motion-dependent or self-excited components proportional to the floor velocity and acceleration, respectively, and an external excitation, which is independent of the floor motion. The variation of the acceleration- and velocity-proportional forces together with the characteristics of the spectra of the external excitation is discussed.
    publisherAmerican Society of Civil Engineers
    titleLateral Pedestrian-Induced Vibrations of Footbridges: Characteristics of Walking Forces
    typeJournal Paper
    journal volume19
    journal issue9
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000597
    treeJournal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 009
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian