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    Enhanced Elongation Self-Centring Link with Variable Stiffness for Coupled Walls

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009::page 04025140-1
    Author:
    Ran, Fengfeng
    ,
    Xue, Jianyang
    ,
    Liu, Kang
    ,
    Hou, Kun
    ,
    Xiao, Zhenghao
    DOI: 10.1061/JSENDH.STENG-14319
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study develops an enhanced elongation self-centring link with variable stiffness (ESCL-VS) for coupled walls by combining disc springs and tendons in a series-like configuration to enhance deformation capacity and prevent tendons from ...
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      Enhanced Elongation Self-Centring Link with Variable Stiffness for Coupled Walls

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313313
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    contributor authorRan, Fengfeng
    contributor authorXue, Jianyang
    contributor authorLiu, Kang
    contributor authorHou, Kun
    contributor authorXiao, Zhenghao
    date accessioned2026-08-20T12:16:51Z
    date available2026-08-20T12:16:51Z
    date copyright2025/07/08
    date issued2025
    identifier otherJSENDH.STENG-14319.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313313
    description abstractAbstractThis study develops an enhanced elongation self-centring link with variable stiffness (ESCL-VS) for coupled walls by combining disc springs and tendons in a series-like configuration to enhance deformation capacity and prevent tendons from ...
    publisherAmerican Society of Civil Engineers
    titleEnhanced Elongation Self-Centring Link with Variable Stiffness for Coupled Walls
    typeJournal Article
    journal volume151
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14319
    journal fristpage04025140-1
    journal lastpage04025140-17
    page17
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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