1. Shodhbhagirathi @ IITR
  2. EARTHQUAKE ENGINEERING
  3. MASTERS' THESES (Earthquake Engg)
Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/7418
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dc.contributor.authorRoy, Abhimanyu-
dc.date.accessioned2014-11-08T04:30:07Z-
dc.date.accessioned2014-11-08T04:30:48Z-
dc.date.available2014-11-08T04:30:07Z-
dc.date.available2014-11-08T04:30:48Z-
dc.date.issued2003-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/7418-
dc.guideThakkar, S. K.-
dc.guideAgarwal, Pankaj-
dc.description.abstractDamage may occur in any type of structure due to severe earthquake motion. Some damage are of structural type i.e. damage which occur in structural members. Ih present dissertation the method of detection of structural damage are studied by vibration testing. Identification of damage has been studied by observing change in dynamic characteristics of the structures. Two models Cantilevered R.C. beams were constructed and tested through free vibration .test and quasi static test. Changes in natural frequency and damping after damage have been captured. Natural frequency of models is decreased after damage by 76%. Damping of models has been increased by 46%. The stiffness degradation of 42% order has been noted. The large changes in natural frequency and damping are due to yielding of foundationen_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectSTRUCTURAL DAMAGE DETECTIONen_US
dc.subjectR.C. CANTILEVER BEAMSen_US
dc.subjectDAMAGEen_US
dc.titleSTRUCTURAL DAMAGE DETECTION OF R.C. CANTILEVER BEAMSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.numberG11430en_US
Appears in Collections:MASTERS' THESES (Earthquake Engg)

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