A simplified dynamic analysis of multi-bay stiffened coupled shear walls

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dc.authoridEmsen, Engin/0000-0002-5904-2737
dc.authoridArslan, Haci Murat/0000-0002-8338-848X
dc.authoridBikce, Murat/0000-0001-5529-2387
dc.contributor.authorAksogan, O.
dc.contributor.authorBikce, M.
dc.contributor.authorEmsen, E.
dc.contributor.authorArslan, H. M.
dc.date.accessioned2024-09-18T20:32:59Z
dc.date.available2024-09-18T20:32:59Z
dc.date.issued2007
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description7th International Conference on Computational Structures Technology/4th International Conference on Engineering Computational Technology -- SEP 07-09, 2004 -- Lisbon, PORTUGALen_US
dc.description.abstractThe forced vibration analysis of a multi-bay coupled shear wall on an elastic foundation has been studied. The analysis considers shear walls with a finite number of stiffening beams, the properties of which vary from span to span and/or from section to section in the vertical direction. The continuous connection method is employed to find the structure stiffness matrix. The structure mass matrix is found with the lumped mass assumption. A time-history analysis has been carried out using the Newmark numerical integration method. A computer program has been prepared in the MATHEMATICA computer algebra system and a problem has been solved for verification and comparison purposes. The results obtained by the present method have been compared with those obtained using the SAP2000 structural analysis program and a good match has been observed. The two advantages of the proposed method are the simplicity of its data and the extremely short computation time, which render it an effective method for the predesign of high-rise buildings. (C) 2006 Elsevier Ltd. and Civil-Comp Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.advengsoft.2006.08.019
dc.identifier.endpage560en_US
dc.identifier.issn0965-9978
dc.identifier.issue8-9en_US
dc.identifier.scopus2-s2.0-33947433226en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage552en_US
dc.identifier.urihttps://doi.org/10.1016/j.advengsoft.2006.08.019
dc.identifier.urihttps://hdl.handle.net/20.500.12483/11253
dc.identifier.volume38en_US
dc.identifier.wosWOS:000247768100006en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofAdvances in Engineering Softwareen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectmulti-bay coupled shear wallen_US
dc.subjectcontinuous connection methoden_US
dc.subjectpierced shear wallen_US
dc.subjectdynamic analysisen_US
dc.subjectstiffening beamen_US
dc.subjectforced vibration analysisen_US
dc.titleA simplified dynamic analysis of multi-bay stiffened coupled shear wallsen_US
dc.typeConference Objecten_US

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