Static analysis of non-planar pierced shear walls with semi-rigid beam-wall connections using continuous connection technique

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dc.authoridBikce, Murat/0000-0001-5529-2387
dc.authoridEmsen, Engin/0000-0002-5904-2737
dc.authoridResatoglu, Rifat/0000-0002-7116-4497
dc.contributor.authorResatoglu, R.
dc.contributor.authorAksogan, O.
dc.contributor.authorEmsen, E.
dc.contributor.authorBikce, M.
dc.date.accessioned2024-09-18T20:52:47Z
dc.date.available2024-09-18T20:52:47Z
dc.date.issued2010
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description.abstractThe lateral loads acting on high-rise reinforced concrete buildings are often resisted by specially arranged shear walls. Pierced shear walls weakened by doors, windows and corridors, necessitate particular attention, since they are highly indeterminate. In this study, the static analysis of non-planar pierced shear walls with yielded connections modelled as equivalent rotational springs is considered. To carry out a quick predesign of non-planar pierced shear walls, an elegant technique called Continuous Connection Technique (CCT) has been used in conjunction with Vlasov's theory of thin-walled beams. The governing differential equations, in the CCT, are the compatibility equations written for the vertical displacements at the midpoints of the connecting beams. There is a contribution pertaining to the semirigid beam-wall connections in these equations. The connecting beams are assumed to have the same properties and spacing along the entire height of the wall and all rotational springs have equal constants.en_US
dc.description.sponsorshipScientific Research Projects Units of Near East University; Akdeniz Universityen_US
dc.description.sponsorshipThe financial support of the Scientific Research Projects Units of Near East University and Akdeniz University are gratefully acknowledged.en_US
dc.identifier.endpage3645en_US
dc.identifier.issn1992-2248
dc.identifier.issue23en_US
dc.identifier.scopus2-s2.0-78650984433en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage3634en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12483/11393
dc.identifier.volume5en_US
dc.identifier.wosWOS:000286432400009en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherAcademic Journalsen_US
dc.relation.ispartofScientific Research and Essaysen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectNon-planaren_US
dc.subjectpierced shear wallen_US
dc.subjectcontinuous connection techniqueen_US
dc.subjectrotational springen_US
dc.subjectthin-walled beamen_US
dc.subjectVlasov theoryen_US
dc.titleStatic analysis of non-planar pierced shear walls with semi-rigid beam-wall connections using continuous connection techniqueen_US
dc.typeArticleen_US

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