Effectiveness of semi-active stiffness damper in five-storey model

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dc.contributor.author Samali Bijan en_US
dc.contributor.author Djajakesukma Sri Lily en_US
dc.contributor.author Nguyen Hung en_US
dc.contributor.editor Valliappan S, Khalili N en_US
dc.date.accessioned 2009-11-09T02:46:13Z
dc.date.available 2009-11-09T02:46:13Z
dc.date.issued 2001 en_US
dc.identifier 2005001188 en_US
dc.identifier.citation Samali Bijan, Djajakesukma Sri Lily, and Nguyen Hung 2001, 'Effectiveness of semi-active stiffness damper in five-storey model', Elservier Science Ltd., Australia, pp. 1425-1430. en_US
dc.identifier.issn 0-08-043981-0 en_US
dc.identifier.other E1 en_US
dc.identifier.uri http://hdl.handle.net/10453/2030
dc.description.abstract This paper presents the performance of a semi-active stiffness damper in a Five-Storey Model under four benchmark earthquakes through simulation work. The system consists of a hydraulic damper that is connected to the bracing frame in a selected storey unit. Linear Quadratic Regulator is used to investigate the system performance. It focuses on the effectiveness of the control system with varying numbers of hydraulic dampers and their locations. Nine control cases of one, two, three and five hydraulic dampers are developed. The results show that semi-active stiffness dampers effectively control the response of the model. The number and location of hydraulic dampers must be selected appropriately to achieve the best results. en_US
dc.publisher Elsevier Science Ltd. en_US
dc.relation.isbasedon en_US
dc.title Effectiveness of semi-active stiffness damper in five-storey model en_US
dc.parent Computational Mechanics - New Frontiers for the New Millennium en_US
dc.journal.volume en_US
dc.journal.number en_US
dc.publocation Australia en_US
dc.identifier.startpage 1425 en_US
dc.identifier.endpage 1430 en_US
dc.cauo.name Engineering en_US
dc.conference Computational Mechanics en_US
dc.conference.location Sydney en_US


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