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/jspui/handle/123456789/10966
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dc.contributor.authorPrajapati, G. I.-
dc.date.accessioned2014-11-25T08:56:21Z-
dc.date.available2014-11-25T08:56:21Z-
dc.date.issued1972-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/10966-
dc.guideThakkar, S. K.-
dc.guideArya, A. S.-
dc.description.abstractThe more critical tensile stresses occur in the upper parts of the dams due to earthquakes. The extra concrete near the crest of the dam to support roadway etc., is found to be responsible for this. An attempt has been made to reduce crest mass by developing several light structural systems to support the roadway and perform other necessary functions. The dynamic response of the dam is calculated for different earthquakes by shear bending beam approach using Holzor',en_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectEARTHQUAKE RESPONSEen_US
dc.subjectCONCRETE GRAVITY DAMSen_US
dc.subjectLIGHT STRUCTURAL SYSTEMen_US
dc.titleEARTHQUAKE RESPONSE OF CONCRETE GRAVITY DAMS WITH LIGHT STRUCTURAL SYSTEM AT THE TOPen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number107279en_US
Appears in Collections:MASTERS' THESES (Earthquake Engg)

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