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dc.contributor.authorAloisio, Angelo
dc.contributor.authorSejkot, Petr
dc.contributor.authorIqbal, Asif
dc.contributor.authorFragiacomo, Massimo
dc.date.accessioned2026-08-20T12:20:57Z
dc.date.available2026-08-20T12:20:57Z
dc.date.copyright2025/08/26
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14744.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313385
dc.description.abstractAbstractAngle brackets and hold-downs represent the typical metal fasteners in mass timber structures. Angle brackets are primarily designed to support shear forces and are generally placed near the panel’s end cross-section centroid. In contrast, hold-...
dc.publisherAmerican Society of Civil Engineers
dc.titleProbabilistic Assessment of the Tension-Shear Failure Domain Interaction of Angle Brackets for Timber Structures
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue11
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14744
dc.journal.fristpage04025183-1
dc.journal.lastpage04025183-14
dc.page14
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011
dc.contenttypeFulltext


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