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    London Millennium Bridge: Pedestrian-Induced Lateral Vibration

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 006
    Author:
    Pat Dallard
    ,
    Tony Fitzpatrick
    ,
    Anthony Flint
    ,
    Angus Low
    ,
    Roger Ridsdill Smith
    ,
    Michael Willford
    ,
    Mark Roche
    DOI: 10.1061/(ASCE)1084-0702(2001)6:6(412)
    Publisher: American Society of Civil Engineers
    Abstract: The London Millennium Footbridge is located across the Thames River in Central London. At its opening on June 10, 2000, the bridge experienced pedestrian-induced lateral vibration. Observations on the day of opening and studies of video footage revealed up to 50 mm of lateral movement of the south span and 70 mm of the center span. The north span did not move substantially. The bridge was closed on June 12, 2000, pending an investigation into the cause of the unexpected lateral movements. This paper highlights the phenomenon of pedestrian-induced lateral vibration on footbridges and the current state of knowledge of the lateral loading effect. Modification of the bridge, introducing extensive passive damping, is currently underway with completion scheduled for the end of 2001.
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      London Millennium Bridge: Pedestrian-Induced Lateral Vibration

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50572
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    • Journal of Bridge Engineering

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    contributor authorPat Dallard
    contributor authorTony Fitzpatrick
    contributor authorAnthony Flint
    contributor authorAngus Low
    contributor authorRoger Ridsdill Smith
    contributor authorMichael Willford
    contributor authorMark Roche
    date accessioned2017-05-08T21:24:56Z
    date available2017-05-08T21:24:56Z
    date copyrightDecember 2001
    date issued2001
    identifier other%28asce%291084-0702%282001%296%3A6%28412%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50572
    description abstractThe London Millennium Footbridge is located across the Thames River in Central London. At its opening on June 10, 2000, the bridge experienced pedestrian-induced lateral vibration. Observations on the day of opening and studies of video footage revealed up to 50 mm of lateral movement of the south span and 70 mm of the center span. The north span did not move substantially. The bridge was closed on June 12, 2000, pending an investigation into the cause of the unexpected lateral movements. This paper highlights the phenomenon of pedestrian-induced lateral vibration on footbridges and the current state of knowledge of the lateral loading effect. Modification of the bridge, introducing extensive passive damping, is currently underway with completion scheduled for the end of 2001.
    publisherAmerican Society of Civil Engineers
    titleLondon Millennium Bridge: Pedestrian-Induced Lateral Vibration
    typeJournal Paper
    journal volume6
    journal issue6
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2001)6:6(412)
    treeJournal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 006
    contenttypeFulltext
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