1. Shodhbhagirathi @ IITR
  2. CIVIL ENGINEERING
  3. DOCTORAL THESES (Civil Engg)
Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/4554
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dc.contributor.authorGupta, L. R.-
dc.date.accessioned2014-10-07T04:31:44Z-
dc.date.available2014-10-07T04:31:44Z-
dc.date.issued1968-
dc.identifierPh.Den_US
dc.identifier.urihttp://hdl.handle.net/123456789/4554-
dc.guideChandraseksran, A. R.-
dc.description.abstractImpact dampers have been extensively used to reduce amplitude of vibrations of systems subjected to steady state excitations. Presently, a study is made of the general behaviour of a single particle impact damper when the system is subjected to earthquake excitations. Equations of motion have been derived and methods for solu-tion indicated. The extensive use of the digital computers is made to solve the problem. Result's of the analysis are supplemented for the following two earthquakes: I. ElCentro Earthquake of May 18,1940,N-S Component, 2. Taft Earthquake of July 21,1952, S 21 W Component and it is found that impact damping is considerably effec-tive to reduce the response of a system subjected to an earthquake. Shady state test is performed on a single storeyed steel paTtal frame With and without impact damper,en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectSINGLE DEGREEen_US
dc.subjectIMPACT DAMPERen_US
dc.subjectFREEDOM SYSTEMen_US
dc.title"IMPACT DAMPER FOR SINGLE DEGREE OF FREEDOM SYSTEM"en_US
dc.typeDoctoral Thesisen_US
dc.accession.number105109en_US
Appears in Collections:DOCTORAL THESES (Civil Engg)

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