The stability of semi-rigid skeletal structures accounting for shear deformations

Basit Öğe Kaydı
dc.contributor.authorGorgun, Halil
dc.date.accessioned2024-04-24T17:15:16Z
dc.date.available2024-04-24T17:15:16Z
dc.date.issued2016
dc.departmentDicle Üniversitesien_US
dc.description.abstractThe analysis and design of skeletal structures is greatly influenced by the behaviour of beam-to-column connections, where patented designs have led to a wide range of types with differing structural quantities. The behaviour of beam-to-column connections plays an important role in the analysis and design of framed structures. This paper presents an overview of the influence of connection behaviour on structural stability, in the in-plane (bending) mode of sway. A computer-based method is presented for geometrically nonlinear plane frames with semi-rigid connections accounting for shear deformations. The analytical procedure employs transcendental modified stability functions to model the effect of axial force on the stiffness of members. The member stiffness matrix were found. The critical load has been searched as a suitable load parameter for the loss of stability of the system. Several examples are presented to demonstrate the validity of the analysis procedure. The method is readily implemented on a computer using matrix structural analysis techniques and is applicable for the efficient nonlinear analysis of frameworks. Combined with a parametric column effective length study, connection and frame stiffness are used to propose a method for the analysis of semi-rigid frames where column effective lengths are greatly reduced and second order (deflection induced) bending moments in the column may be distributed via the connectors to the beams, leading to significant economies.en_US
dc.identifier.doi10.12989/sem.2016.57.6.1065
dc.identifier.endpage1084en_US
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-84963747936
dc.identifier.scopusqualityQ2
dc.identifier.startpage1065en_US
dc.identifier.urihttps://doi.org/10.12989/sem.2016.57.6.1065
dc.identifier.urihttps://hdl.handle.net/11468/18394
dc.identifier.volume57en_US
dc.identifier.wosWOS:000376786200006
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofStructural Engineering and Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectStabilityen_US
dc.subjectNonlinear Analysisen_US
dc.subjectSemi-Rigid Connectionen_US
dc.subjectEffective Lengthen_US
dc.subjectShear Deformationen_US
dc.titleThe stability of semi-rigid skeletal structures accounting for shear deformationsen_US
dc.titleThe stability of semi-rigid skeletal structures accounting for shear deformations
dc.typeArticleen_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu