Numerical validation on novel replaceable reduced beam section connections for moment-resisting frames

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dc.contributor.authorÖzkılıç Y.O.
dc.contributor.authorBozkurt M.B.
dc.date.accessioned2024-07-22T08:02:57Z
dc.date.available2024-07-22T08:02:57Z
dc.date.issued2023
dc.description.abstractThis study presents replaceable reduced beam sections with connection detail for MRFs under residual drift. The proposed detail includes end-plated mid-spliced reduced beam sections. Pursuant to this goal, the proposed detail has been investigated under cyclic loading protocol required by AISC 341-16 by using ABAQUS finite element program. Seismic response of the proposed connection detail was compared from PEEQ and Rupture Index standpoint. The obtained findings indicate that the proposed mid-spliced replaceable reduced beam section satisfies all requirements indicated by AISC 341-16. © 2023 Institution of Structural Engineers
dc.identifier.DOI-ID10.1016/j.istruc.2023.02.027
dc.identifier.issn23520124
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/12064
dc.language.isoEnglish
dc.publisherElsevier Ltd
dc.titleNumerical validation on novel replaceable reduced beam section connections for moment-resisting frames
dc.typeArticle

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