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dc.contributor.advisorJohn A. Ochsendorf.en_US
dc.contributor.authorPalomera-Arias, Rogelio, 1972-en_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Architecture.en_US
dc.date.accessioned2006-06-20T12:53:39Z
dc.date.available2006-06-20T12:53:39Z
dc.date.copyright2005en_US
dc.date.issued2005en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/33174
dc.descriptionThesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Architecture, 2005.en_US
dc.descriptionThis electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.en_US
dc.descriptionIncludes bibliographical references (leaves 112-115).en_US
dc.description.abstractThe research presented in this thesis develops a new device for the passive control of motion in building structures: an electromagnetic damper. The electromagnetic damper is a self-excited device that provides a reaction force to an applied motion. We chose a tubular permanent-magnet linear machine as this new structural damper, and we derive its mathematical model using quasi-static electromagnetic theory. Computer simulations and experimental characterization of a small-scale prototype electromagnetic damper validated the mathematical model of the device. The behavior of the electromagnetic damper approximates that of an ideal damper. We conducted a feasibility study for the application of electromagnetic dampers to full-scale buildings. We used two performance measures: the damping density and the damping cost of the device. Comparing the performance of the electromagnetic damper to that of viscous fluid dampers, the maximum damping density of electromagnetic dampers is, at best, equal to that of hydraulic dampers, but with a price at least five times higher. The permanent magnet's current technology and cost are the limiting factors for the electromagnetic damper.en_US
dc.description.abstract(cont.) However, the electromagnetic damper provides flexibility not available previously to building designers as it can be used as a semi-active damper, as an actuator or as an energy regenerator without physical modifications to the device. Finally, we developed a design methodology for the electromagnetic damper to achieve a specified damping performance and introduced two techniques for the dynamic response analysis of buildings with electromagnetic dampers: One based on frequency domain approximations and one based on state-space models.en_US
dc.description.statementofresponsibilityby Rogelio Palomera-Arias.en_US
dc.format.extent146 leavesen_US
dc.format.extent4729132 bytes
dc.format.extent4774827 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypeapplication/pdf
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsM.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582
dc.subjectArchitecture.en_US
dc.titlePassive electromagnetic damping device for motion control of building structuresen_US
dc.typeThesisen_US
dc.description.degreePh.D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Architecture
dc.identifier.oclc65176850en_US


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