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contributor authorAloisio, Angelo
contributor authorSejkot, Petr
contributor authorIqbal, Asif
contributor authorFragiacomo, Massimo
date accessioned2026-08-20T12:20:57Z
date available2026-08-20T12:20:57Z
date copyright2025/08/26
date issued2025
identifier otherJSENDH.STENG-14744.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313385
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-...
publisherAmerican Society of Civil Engineers
titleProbabilistic Assessment of the Tension-Shear Failure Domain Interaction of Angle Brackets for Timber Structures
typeJournal Article
journal volume151
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-14744
journal fristpage04025183-1
journal lastpage04025183-14
page14
treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011
contenttypeFulltext


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