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    Seismic Fragility and Performance Analysis of Shallow Underground Subway Station Structures in Different Silty Clay Interlayer Sites

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010::page 04025210-1
    Author:
    Yang, Jing
    ,
    Zhuang, Haiyang
    ,
    Wang, Jianning
    ,
    Zhu, Lingyu
    ,
    Bu, Xiangbo
    DOI: 10.1061/IJGNAI.GMENG-11120
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Aiming at the influence of silty clay interlayer on the seismic performance of the shallow underground subway station structure, this paper designed five soft sites with different burial depths of silty clay interlayer and a nonlinear dynamic ...
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      Seismic Fragility and Performance Analysis of Shallow Underground Subway Station Structures in Different Silty Clay Interlayer Sites

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4311992
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    contributor authorYang, Jing
    contributor authorZhuang, Haiyang
    contributor authorWang, Jianning
    contributor authorZhu, Lingyu
    contributor authorBu, Xiangbo
    date accessioned2026-08-20T11:17:59Z
    date available2026-08-20T11:17:59Z
    date copyright2025/07/24
    date issued2025
    identifier otherIJGNAI.GMENG-11120.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311992
    description abstractAbstract Aiming at the influence of silty clay interlayer on the seismic performance of the shallow underground subway station structure, this paper designed five soft sites with different burial depths of silty clay interlayer and a nonlinear dynamic ...
    publisherAmerican Society of Civil Engineers
    titleSeismic Fragility and Performance Analysis of Shallow Underground Subway Station Structures in Different Silty Clay Interlayer Sites
    typeJournal Article
    journal volume25
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11120
    journal fristpage04025210-1
    journal lastpage04025210-15
    page15
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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