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    Acceleration Response Spectrum for Predicting Lightweight Timber Floor Vibration Subjected to Crowd Bouncing Excitation

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 008::page 04026089-1
    Author:
    Ge, Qian
    ,
    Wang, Haoqi
    ,
    Chen, Jun
    ,
    Yu, Weilei
    ,
    Wu, Huayong
    DOI: 10.1061/JSENDH.STENG-15898
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe vibration serviceability of lightweight timber floors under crowd-induced excitation presents significant challenges due to their high stiffness/weight ratio and susceptibility to human-induced vibrations. Existing design codes lack specific ...
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      Acceleration Response Spectrum for Predicting Lightweight Timber Floor Vibration Subjected to Crowd Bouncing Excitation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313520
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    contributor authorGe, Qian
    contributor authorWang, Haoqi
    contributor authorChen, Jun
    contributor authorYu, Weilei
    contributor authorWu, Huayong
    date accessioned2026-08-20T12:28:56Z
    date available2026-08-20T12:28:56Z
    date copyright2026/05/30
    date issued2026
    identifier otherJSENDH.STENG-15898.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313520
    description abstractAbstractThe vibration serviceability of lightweight timber floors under crowd-induced excitation presents significant challenges due to their high stiffness/weight ratio and susceptibility to human-induced vibrations. Existing design codes lack specific ...
    publisherAmerican Society of Civil Engineers
    titleAcceleration Response Spectrum for Predicting Lightweight Timber Floor Vibration Subjected to Crowd Bouncing Excitation
    typeJournal Article
    journal volume152
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-15898
    journal fristpage04026089-1
    journal lastpage04026089-13
    page13
    treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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