Non-planar coupled shear walls with stiffening beams

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dc.authoridBikce, Murat/0000-0001-5529-2387
dc.authoridResatoglu, Rifat/0000-0002-7116-4497
dc.authoridEmsen, Engin/0000-0002-5904-2737
dc.contributor.authorEmsen, E.
dc.contributor.authorTurkozer, C. D.
dc.contributor.authorAksogan, O.
dc.contributor.authorResatoglu, R.
dc.contributor.authorBikce, M.
dc.date.accessioned2024-09-18T20:59:06Z
dc.date.available2024-09-18T20:59:06Z
dc.date.issued2009
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description.abstractThis paper concerns itself with the static analysis of non-planar coupled shear walls with any number of stiffening beams. Furthermore, the change of the heights of the stories and connecting beams from region to region along the height are taken into consideration. The stiffening of coupled shear walls is realized by placing high connecting beams at the levels of whole or partial stories used as storage or service areas. The analysis is based on Vlasov's theory of thin-walled beams and Continuous Connection Method (CCM). In the analysis, the compatibility equation has been written at the midpoints of the connecting and stiffening beams. The method of analysis presented was compared with the SAP2000 structural analysis program. The results obtained showed good agreement, verifying the accuracy of the proposed method, which can efficiently be used for the pre-design computations of tall buildings.en_US
dc.identifier.endpage345en_US
dc.identifier.issn1992-2248
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-70349200632en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage328en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12483/12375
dc.identifier.volume4en_US
dc.identifier.wosWOS:000265885300017en_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.subjectStatic analysisen_US
dc.subjectcontinuous connection methoden_US
dc.subjectcoupled shear wallen_US
dc.subjectstiffening beamen_US
dc.subjectnon-planaren_US
dc.subjectwarping deformationen_US
dc.titleNon-planar coupled shear walls with stiffening beamsen_US
dc.typeArticleen_US

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