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dc.contributor.authorRan, Fengfeng
dc.contributor.authorXue, Jianyang
dc.contributor.authorLiu, Kang
dc.contributor.authorHou, Kun
dc.contributor.authorXiao, Zhenghao
dc.date.accessioned2026-08-20T12:16:51Z
dc.date.available2026-08-20T12:16:51Z
dc.date.copyright2025/07/08
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14319.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313313
dc.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 ...
dc.publisherAmerican Society of Civil Engineers
dc.titleEnhanced Elongation Self-Centring Link with Variable Stiffness for Coupled Walls
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue9
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14319
dc.journal.fristpage04025140-1
dc.journal.lastpage04025140-17
dc.page17
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009
dc.contenttypeFulltext


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