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dc.contributor.authorNeves, Dylan C.
dc.contributor.authorWoods, Joshua E.
dc.date.accessioned2026-08-20T12:28:17Z
dc.date.available2026-08-20T12:28:17Z
dc.date.copyright2025/12/30
dc.date.issued2026
dc.identifier.otherJSENDH.STENG-15544.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313506
dc.description.abstractAbstractSeismic design of tall mass timber structures continues to be challenging because of the limitations associated with the stiffness, strength, ductility, and energy dissipation capacity of traditional timber connections, which are often relied upon ...
dc.publisherAmerican Society of Civil Engineers
dc.titleCyclic Testing of a Novel Buckling-Restrained Connection for Mass Timber Structures
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue3
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-15544
dc.journal.fristpage04025293-1
dc.journal.lastpage04025293-17
dc.page17
dc.treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003
dc.contenttypeFulltext


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