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

    Design of Footbridges against Pedestrian-Induced Vibrations

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 008
    Author:
    Ricciardelli
    ,
    Demartino
    DOI: 10.1061/(ASCE)BE.1943-5592.0000825
    Publisher: American Society of Civil Engineers
    Abstract: In 1999 and 2000, the two vibration incidents at the Paris Passerelle Solferino Bridge and the London Millennium Bridge triggered a major revision of existing knowledge concerning footbridge response to pedestrian-induced actions. In the last 15 years, an incredibly large amount of research has emerged on the topic. Although researchers have provided many valuable scientific contributions regarding the understanding and modeling of pedestrian-induced vibrations of footbridges, there is still a need to determine what real improvements have been achieved in design procedures. This article provides a critical overview of the methodologies proposed over the last four decades, as well as their code implementations, and summarizes the actual advances available that consultants can use to their advantage in bridge design.
    • Download: (1.329Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Design of Footbridges against Pedestrian-Induced Vibrations

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/82471
    Collections
    • Journal of Bridge Engineering

    Show full item record

    contributor authorRicciardelli
    contributor authorDemartino
    date accessioned2017-05-08T22:33:07Z
    date available2017-05-08T22:33:07Z
    date copyrightAugust 2016
    date issued2016
    identifier other49317486.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82471
    description abstractIn 1999 and 2000, the two vibration incidents at the Paris Passerelle Solferino Bridge and the London Millennium Bridge triggered a major revision of existing knowledge concerning footbridge response to pedestrian-induced actions. In the last 15 years, an incredibly large amount of research has emerged on the topic. Although researchers have provided many valuable scientific contributions regarding the understanding and modeling of pedestrian-induced vibrations of footbridges, there is still a need to determine what real improvements have been achieved in design procedures. This article provides a critical overview of the methodologies proposed over the last four decades, as well as their code implementations, and summarizes the actual advances available that consultants can use to their advantage in bridge design.
    publisherAmerican Society of Civil Engineers
    titleDesign of Footbridges against Pedestrian-Induced Vibrations
    typeJournal Paper
    journal volume21
    journal issue8
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000825
    treeJournal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 008
    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