Finite element analysis of welds attaching short doubler plates in steel moment resisting frames

dc.contributor.advisorEngelhardt, Michael D.
dc.creatorMarquez, Alberto C.en
dc.date.accessioned2015-02-02T22:46:53Zen
dc.date.accessioned2018-01-22T22:27:17Z
dc.date.available2018-01-22T22:27:17Z
dc.date.issued2014-12en
dc.date.submittedDecember 2014en
dc.date.updated2015-02-02T22:46:54Zen
dc.descriptiontexten
dc.description.abstractA number of recent research studies have investigated the performance of panel zones in seismic-resistant steel Special Moment Resisting Frames (SMF). These recent studies investigated various options for attaching doubler plates to the column at beam-column joints in SMF for purpose of increasing the shear strength of the panel zone. This previous work was primarily focused on doubler plates that extend beyond the top and bottom of the attached beams, and considered cases both with and without continuity plates. As an extension to this previous research, this thesis explores the situation when a doubler plate is fitted between the continuity plates. The objective of this research was to evaluate various options for welding fitted doubler plates to the column and continuity plates through the use of finite element analysis, and to provide recommendations for design. The development and validation of the finite element model are described, along with the results of an extensive series of parametric studies on various panel zone configurations and attachment details for fitted doubler plates. Based on the results of these analyses, recommendations are provided for design of welds used for attaching fitted doubler plates in the panel zone of SMF systems.en
dc.description.departmentCivil, Architectural, and Environmental Engineeringen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/2152/28259en
dc.language.isoenen
dc.subjectDoubler platesen
dc.subjectPanel zoneen
dc.subjectFitted doubler platesen
dc.subjectContinuity platesen
dc.subjectMoment framesen
dc.subjectSpecial moment framesen
dc.subjectMoment connectionsen
dc.subjectNorthridgeen
dc.subjectWeldsen
dc.subjectAbaqusen
dc.subjectWeld stressesen
dc.subjectWeld forcesen
dc.subjectFinite elementen
dc.subjectWeld analysisen
dc.subjectExtended doubler platesen
dc.subjectTension coupon testen
dc.titleFinite element analysis of welds attaching short doubler plates in steel moment resisting framesen
dc.typeThesisen

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