Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/2786
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dc.contributor.authorPurohit, S. P.-
dc.date.accessioned2012-01-28T06:00:43Z-
dc.date.available2012-01-28T06:00:43Z-
dc.date.issued2008-11-27-
dc.identifier.citationNational Conference on Current Trends in Technology, NUCONE - 2008, Institute of Technology, Nirma University, November 27-29, 2008en_US
dc.identifier.urihttp://10.1.7.181:1900/jspui/123456789/2786-
dc.description.abstractRecent trends in civil engineering construction have been to build taller buildings and more flexible structures. The inherent damping in these structures that can mitigate large vibration response under severe environmental loading (e.g. Earthquake, Wind etc.) is small. In recent years, efforts have been undertaken to develop the concept of energy dissipation or supplemental damping into a workable technology and a number of these devices have been installed in structures throughout the world. This paper discusses the passive mode of enhancing damping of the building using Magneto-rhelogical (MR) damper device. It has been shown that, seismic responses of the building undertaken are controlled substantially.en_US
dc.publisherInstitute of Technology, Nirma University, Ahmedabaden_US
dc.relation.ispartofseriesITFCL003-16en_US
dc.subjectMagneto-rhelogical (MR) Fluiden_US
dc.subjectMagento-rhelogical (MR) Damperen_US
dc.subjectModified Bouc-wen Modelen_US
dc.subjectThe State Space Methoden_US
dc.subjectCivil Faculty Paperen_US
dc.subjectFaculty Paperen_US
dc.subjectITFCL003en_US
dc.subjectNUCONEen_US
dc.subjectNUCONE-2008en_US
dc.titleSeismic Response Control of Building using Magneto-rhelogical (MR) Damperen_US
dc.typeFaculty Papersen_US
Appears in Collections:Faculty Papers, Civil

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