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dc.contributor.authorBozdogan, K. B.
dc.date.accessioned2019-07-27T12:10:23Z
dc.date.accessioned2019-07-28T10:04:11Z
dc.date.available2019-07-27T12:10:23Z
dc.date.available2019-07-28T10:04:11Z
dc.date.issued2012
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.urihttps://hdl.handle.net/20.500.12418/9260
dc.descriptionWOS: 000298938900004en_US
dc.description.abstractDifferential Quadrature Method (DQM) is a powerful method which can be used to solve numerical problems in the analysis of structural and dynamical systems. In this study the governing equation which represents the free vibration of coupled shear walls is solved using the DQM method. A one-dimensional model has been used in this study. At the end of study various examples are presented to verify the accuracy of the method.en_US
dc.language.isoengen_US
dc.publisherTECHNO-PRESSen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectdifferential quadrature methoden_US
dc.subjectcoupled shear wallen_US
dc.subjectfree vibrationen_US
dc.subjectcontinuum modelen_US
dc.subjectsandwich beamen_US
dc.titleDifferential quadrature method for free vibration analysis of coupled shear wallsen_US
dc.typearticleen_US
dc.relation.journalSTRUCTURAL ENGINEERING AND MECHANICSen_US
dc.contributor.departmentCumhuriyet Univ, Dept Civil Engn, Sivas, Turkeyen_US
dc.identifier.volume41en_US
dc.identifier.issue1en_US
dc.identifier.endpage81en_US
dc.identifier.startpage67en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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