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    Damage-Free Wind-Restraint Device for a Base-Isolated Building Structure: Configuration and Prototype Test

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 001::page 04025234-1
    Author:
    Xiang, Yang
    ,
    Xu, Kui-Yuan
    ,
    Kishiki, Shoichi
    ,
    Cui, Yi-Qiong
    ,
    Li, Guo-Qiang
    DOI: 10.1061/JSENDH.STENG-14674
    Publisher: American Society of Civil Engineers
    Abstract: AbstractFor a base-isolated structure, a smaller stiffness of the isolation layer could better diminish the transmission of seismic energy from the foundation to the superstructure, thereby enhancing the base-isolation effectiveness. However, the ...
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      Damage-Free Wind-Restraint Device for a Base-Isolated Building Structure: Configuration and Prototype Test

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313373
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    • Journal of Structural Engineering

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    contributor authorXiang, Yang
    contributor authorXu, Kui-Yuan
    contributor authorKishiki, Shoichi
    contributor authorCui, Yi-Qiong
    contributor authorLi, Guo-Qiang
    date accessioned2026-08-20T12:20:13Z
    date available2026-08-20T12:20:13Z
    date copyright2025/10/27
    date issued2026
    identifier otherJSENDH.STENG-14674.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313373
    description abstractAbstractFor a base-isolated structure, a smaller stiffness of the isolation layer could better diminish the transmission of seismic energy from the foundation to the superstructure, thereby enhancing the base-isolation effectiveness. However, the ...
    publisherAmerican Society of Civil Engineers
    titleDamage-Free Wind-Restraint Device for a Base-Isolated Building Structure: Configuration and Prototype Test
    typeJournal Article
    journal volume152
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14674
    journal fristpage04025234-1
    journal lastpage04025234-18
    page18
    treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 001
    contenttypeFulltext
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