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dc.contributor.authorWang, YPen_US
dc.contributor.authorLee, CLen_US
dc.contributor.authorChen, KMen_US
dc.date.accessioned2014-12-08T15:44:43Z-
dc.date.available2014-12-08T15:44:43Z-
dc.date.issued2000-11-01en_US
dc.identifier.issn0098-8847en_US
dc.identifier.urihttp://hdl.handle.net/11536/30188-
dc.identifier.urihttp://dx.doi.org/10.1002/1096-9845(200011)29:11<1629en_US
dc.description.abstractTo resolve difficulties encountered by current technology in structural control against earthquakes, this study proposes a novel high-performance active mass driver (HP-AMD) system. Based on an active mass driver system, the device is integrated with a mechanical pulley system for stroke amplification to enhance simultaneously efficiency and save power. Meanwhile, an instantaneous optimal direct output feedback control algorithm is derived alongside the hardware development. Numerical simulation is performed using a five-storey steel frame as the object structure under the 1940 El Centro earthquake. To gain further insight into the HP-AMD system, the effects of stroke amplification as well as damper weight on system performance are explored. Analysis results demonstrate that the proposed HP-AMD system is a promising means to improving current active structural control techniques. Copyright (C) 2000 John Wiley & Sons, Ltd.en_US
dc.language.isoen_USen_US
dc.subjectseismic structural controlen_US
dc.subjectactive mass driver systemen_US
dc.titleSeismic structural control using a novel high-performance active mass driver systemen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/1096-9845(200011)29:11<1629en_US
dc.identifier.journalEARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICSen_US
dc.citation.volume29en_US
dc.citation.issue11en_US
dc.citation.spage1629en_US
dc.citation.epage1646en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000090131700004-
dc.citation.woscount2-
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