Dynamic analysis of non-planar coupled shear walls with stiffeners using a continuous connection method

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dc.contributor.authorTurkozer C.D.
dc.contributor.authorAksogan O.
dc.contributor.authorEmsen E.
dc.contributor.authorResatoglu R.
dc.date.accessioned2024-07-12T22:02:02Z
dc.date.available2024-07-12T22:02:02Z
dc.date.issued2010en_US
dc.departmentMaltepe Üniversitesi, Rektörlüken_US
dc.description10th International Conference on Computational Structures Technology, CST 2010 -- 14 September 2010 through 17 September 2010 -- Valencia -- 102643en_US
dc.description.abstractThe dynamic analysis of non-planar non-symmetrical coupled shear walls on a rigid foundation has been considered in this paper. The analysis deals with coupled shear walls with a finite number of stiffening beams, the properties of which vary from region to region along the height. In this study, Continuous Connection Method (CCM) and Vlasov's theory of thin-walled beams are employed to find the stiffness matrix of the structure. The system mass matrix has been found in the form of lumped masses at the heights where the unit forces have been applied. Following the free vibration analysis, uncoupled stiffness, damping and mass matrices have been found employing the mode superposition method. A time-history analysis has been carried out using Newmark numerical integration method to find the system displacement vector for every time step. Finally, a computer program has been prepared in Fortran language and an asymmetrical example has been solved. The results have been verified via comparisons with those of the SAP2000 structural analysis program using frame method and a perfect match has been observed. This method is an effective method in terms of simplicity of its data and extremely short computation time for the predesign of high-rise buildings. © Civil-Comp Press, 2010.en_US
dc.identifier.isbn9.78191E+12
dc.identifier.issn1759-3433
dc.identifier.scopus2-s2.0-84893837582en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.urihttps://hdl.handle.net/20.500.12415/9073
dc.identifier.volume93en_US
dc.identifier.wosWOS:000392492105046en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherCivil-Comp Pressen_US
dc.relation.ispartofCivil-Comp Proceedingsen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmzKY07260
dc.subjectContinuous connection methoden_US
dc.subjectCoupled shear wallen_US
dc.subjectForced vibration analysisen_US
dc.subjectNewmark methoden_US
dc.subjectNon-planaren_US
dc.subjectStiffening beamsen_US
dc.subjectVlasov's theoryen_US
dc.subjectWarping deformationen_US
dc.titleDynamic analysis of non-planar coupled shear walls with stiffeners using a continuous connection methoden_US
dc.typeConference Object
dspace.entity.typePublication

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