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dc.contributor.authorXiang, Yang
dc.contributor.authorXu, Kui-Yuan
dc.contributor.authorKishiki, Shoichi
dc.contributor.authorCui, Yi-Qiong
dc.contributor.authorLi, Guo-Qiang
dc.date.accessioned2026-08-20T12:20:13Z
dc.date.available2026-08-20T12:20:13Z
dc.date.copyright2025/10/27
dc.date.issued2026
dc.identifier.otherJSENDH.STENG-14674.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313373
dc.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 ...
dc.publisherAmerican Society of Civil Engineers
dc.titleDamage-Free Wind-Restraint Device for a Base-Isolated Building Structure: Configuration and Prototype Test
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue1
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14674
dc.journal.fristpage04025234-1
dc.journal.lastpage04025234-18
dc.page18
dc.treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 001
dc.contenttypeFulltext


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