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

Simple item page
dc.contributor.authorÖzkiliç, YO
dc.contributor.authorBozkurt, MB
dc.date.accessioned2025-04-10T10:30:50Z
dc.date.available2025-04-10T10:30:50Z
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.
dc.identifier.issn2352-0124
dc.identifier.urihttp://hdl.handle.net/20.500.14701/37385
dc.language.isoEnglish
dc.titleNumerical validation on novel replaceable reduced beam section connections for moment-resisting frames
dc.typeArticle

Files

Collections

Web of Science Koleksiyonu

We collect and process your personal information for the following purposes: Authentication, Preferences, Acknowledgement and Statistics.
To learn more, please read our privacy policy.

Customize