Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/11136
Full metadata record
DC FieldValueLanguage
dc.contributor.authorLawania, Krishna Kumar-
dc.date.accessioned2014-11-26T04:53:13Z-
dc.date.available2014-11-26T04:53:13Z-
dc.date.issued1992-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/11136-
dc.guideBasu, S.-
dc.guideKumar, Ashok-
dc.description.abstractEathquake is a natural Hazard which results in negative n consequences for. people and/or their property. Some facilities demand greater earthquake resistance than others because of their greater social and/or financial significance. Estimation of • dynamic characteristics of structures by conventional analytical methods is based on certain assumptions particularly about system property which create doubts about accuracy of results and therefore to increase the accuracy, expensive and time consuming tests are performed. In system identification no assumptions are made about the system properties and analysis is based on actual results obtained from one of the dynamic testings. It is a .fairly good alternative of analytical techniques for development of mathmatical model and their validity checking. In this work the data acquired from the seismic qualification testing of a 245- KV SF-6 Circuit Breaker pole has been used for system identification. The data has-been processed before use for (1) removal of mean & treand (2) delays in input & output (3) reduction of frequency band if any (4) to identify possible outliaWs and finally to identify the system for determining its response for any other ground motion.en_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectSYSTEM IDENTIFICATIONen_US
dc.subjectCIRCUIT BREAKER POLEen_US
dc.subjectEARTHQUAKEen_US
dc.titleSYSTEM IDENTIFICATION OF CIRCUIT BREAKER POLEen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number245605en_US
Appears in Collections:MASTERS' THESES (Earthquake Engg)

Files in This Item:
File Description SizeFormat 
EQD245605.pdf1.49 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.