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Collapse Behavior of Platform-Type CLT Construction Using Shake-Table Experimental Tests

dc.contributor.authorIsoda, Hiroshi
dc.contributor.authorSato, Motoshi
dc.contributor.authorMatsumoto, Kazuyuki
dc.contributor.authorMiyake, Tatsuya
dc.contributor.authorNakagawa, Takafumi
dc.contributor.authorTesfamariam, Solomon
dc.date.accessioned2026-08-20T11:57:41Z
dc.date.available2026-08-20T11:57:41Z
dc.date.copyright2025/10/15
dc.date.issued2025
dc.identifier.otherJPCFEV.CFENG-4759.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312901
dc.description.abstractAbstractCross-laminated timber (CLT) walls generally have higher rigidity and seismic resistance capacity, and it was predicted that the CLT building height restrictions could be relaxed in regions with higher seismic hazards. The collapse of CLT ...
dc.publisherAmerican Society of Civil Engineers
dc.titleCollapse Behavior of Platform-Type CLT Construction Using Shake-Table Experimental Tests
dc.typeJournal Article
dc.journal.volume39
dc.journal.issue6
dc.journal.titleJournal of Performance of Constructed Facilities
dc.identifier.doi10.1061/JPCFEV.CFENG-4759
dc.journal.fristpage04025070-1
dc.journal.lastpage04025070-14
dc.page14
dc.treeJournal of Performance of Constructed Facilities:;2025:;Volume ( 039 ):;issue: 006
dc.contenttypeFulltext


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