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    Influence of Vertical Ground Shaking on Horizontal Response of Seismically Isolated Buildings with Friction Bearings

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author:
    Keri L. Ryan
    ,
    Nhan D. Dao
    DOI: 10.1061/(ASCE)ST.1943-541X.0001352
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on a horizontal-vertical coupling effect observed in a full-scale shake table experiment of a 5-story moment frame building isolated with triple pendulum bearings. A significant increase or amplification of the horizontal floor accelerations was observed during three-dimensional (3D) shaking compared to
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      Influence of Vertical Ground Shaking on Horizontal Response of Seismically Isolated Buildings with Friction Bearings

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    contributor authorKeri L. Ryan
    contributor authorNhan D. Dao
    date accessioned2017-05-08T22:22:59Z
    date available2017-05-08T22:22:59Z
    date copyrightJanuary 2016
    date issued2016
    identifier other43792634.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79165
    description abstractThis paper focuses on a horizontal-vertical coupling effect observed in a full-scale shake table experiment of a 5-story moment frame building isolated with triple pendulum bearings. A significant increase or amplification of the horizontal floor accelerations was observed during three-dimensional (3D) shaking compared to
    publisherAmerican Society of Civil Engineers
    titleInfluence of Vertical Ground Shaking on Horizontal Response of Seismically Isolated Buildings with Friction Bearings
    typeJournal Paper
    journal volume142
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001352
    treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    contenttypeFulltext
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