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dc.contributor.authorKioumarsi, Benyamin
dc.contributor.authorGholhaki, Majid
dc.contributor.authorKheyroddin, Ali
dc.contributor.authorKioumarsi, Mahdi
dc.date.accessioned2016-09-15T10:15:55Z
dc.date.accessioned2017-03-31T11:54:01Z
dc.date.available2016-09-15T10:15:55Z
dc.date.available2017-03-31T11:54:01Z
dc.date.issued2016
dc.identifier.citationInternational Journal of Engineering and Technology Innovation (IJETI) 2016, 6(4):255-263language
dc.identifier.issn2226-809X
dc.identifier.urihttps://hdl.handle.net/10642/4631
dc.description.abstractIn the latest three decades, the steel plate shear walls (SPSW) system has emer ged as a promising lateral load resisting system for both construction new buildings and retrofit of existing buildings. This system has acceptable stiffness for control of structure displacement, ductile failure mechanism and high energy absorption. This paper will quantify the effect of increasing the height over analytical behavior of SPSW (height effect). Considering abundant emergence of high - rise buildings all over the world in recent years and their need for strengthening, the importance of the studi es presented in this paper cannot be overemphasized for optimum height usage of SPSW lateral resisting system. The study was performed through design of four models of dual system with special moment frames capable of resisting at least 25% of prescribed s eismic forces. In this article, structure buildings consisting of 5, 10, 15 and 20 stories have been modelled. Results consisting of story shear absorption, support reaction forces, lateral story displacement and drift index have investigated for different cases. Results show that SPSW absorbs more shears at the lower stories than top stories. Furthermore, axial reaction of edge supports experience decreasing rate corresponding to increase in the story numbers. Drift magnitude of steel plate shear wall with the 5 stories has the maximum value at the top story while the systems with the 10 and the 15 stories have maximum drift at lower stories .language
dc.language.isoenlanguage
dc.publisherTaiwan Association of Engineering and Technology Innovationlanguage
dc.rightsThis work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.language
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/
dc.subjectSteel Plate Shear Wall (SPSW)language
dc.subjectDual systemlanguage
dc.subjectHigh - rise buildingslanguage
dc.titleAnalytical study of building height effects over Steel Plate Shear Walllanguage
dc.typePeer reviewedlanguage
dc.typeJournal article
dc.date.updated2016-09-15T10:15:55Z
dc.description.versionpublishedVersionlanguage
dc.identifier.cristin1381719


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This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Med mindre annet er angitt, så er denne innførselen lisensiert som This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.