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dc.contributor.authorSeim, Werner
dc.contributor.authorHo, Ai-Phien
dc.contributor.authorKüllmer, Johannes
dc.date.accessioned2026-08-20T12:16:59Z
dc.date.available2026-08-20T12:16:59Z
dc.date.copyright2025/07/22
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14340.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313318
dc.description.abstractAbstractThis study presents an extended analytical model for calculating the capacity of shear-loaded timber-to-timber connections with dowel-type fasteners, focusing on connections using smooth nails. The model is derived based on the equilibrium in the ...Practical ApplicationsThe European yield model provides a clear mechanical theory for the design of shear-loaded timber connections with dowel-type fasteners. In the past, this theory has been empirically modified to include the effect of tension forces ...
dc.publisherAmerican Society of Civil Engineers
dc.titleNailed Connections for Engineered Timber Structures: Extended Kinematic Approach for Consideration of the Rope Effect
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue10
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14340
dc.journal.fristpage04025150-1
dc.journal.lastpage04025150-12
dc.page12
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
dc.contenttypeFulltext


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