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    Analysis of the Influence of the Stiffness Ratio of Rocking Walls on the Fragility of Step-Terrace Frame–Energy-Dissipation Rocking Wall Structures in Mountain Cities

    Source: Natural Hazards Review:;2026:;Volume ( 027 ):;issue: 001::page 04025057-1
    Author:
    Yang, Youfa
    ,
    Wang, Ziqi
    ,
    Jin, Hongshen
    DOI: 10.1061/NHREFO.NHENG-2231
    Publisher: American Society of Civil Engineers
    Abstract: AbstractA rocking wall controls the overall deformation mode of a structure and the distribution of plastic energy dissipation, and prevents failure caused by weak stories. A step-terrace frame structure has serious problems of irregular lateral stiffness,...
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      Analysis of the Influence of the Stiffness Ratio of Rocking Walls on the Fragility of Step-Terrace Frame–Energy-Dissipation Rocking Wall Structures in Mountain Cities

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313986
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    contributor authorYang, Youfa
    contributor authorWang, Ziqi
    contributor authorJin, Hongshen
    date accessioned2026-08-20T21:07:21Z
    date available2026-08-20T21:07:21Z
    date copyright2025/09/24
    date issued2026
    identifier otherNHREFO.NHENG-2231.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313986
    description abstractAbstractA rocking wall controls the overall deformation mode of a structure and the distribution of plastic energy dissipation, and prevents failure caused by weak stories. A step-terrace frame structure has serious problems of irregular lateral stiffness,...
    publisherAmerican Society of Civil Engineers
    titleAnalysis of the Influence of the Stiffness Ratio of Rocking Walls on the Fragility of Step-Terrace Frame–Energy-Dissipation Rocking Wall Structures in Mountain Cities
    typeJournal Article
    journal volume27
    journal issue1
    journal titleNatural Hazards Review
    identifier doi10.1061/NHREFO.NHENG-2231
    journal fristpage04025057-1
    journal lastpage04025057-15
    page15
    treeNatural Hazards Review:;2026:;Volume ( 027 ):;issue: 001
    contenttypeFulltext
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