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/123456789/17885
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dc.contributor.authorSingh, Vijay Lokesh-
dc.date.accessioned2025-07-08T14:54:30Z-
dc.date.available2025-07-08T14:54:30Z-
dc.date.issued2013-06-
dc.identifier.urihttp://localhost:8081/jspui/handle/123456789/17885-
dc.description.abstractThe main aim of this study is to understand the Fluid-Structure interaction because it plays major role in the seismic analysis of darns. Different ways of modeling of reservoir and foundation can give variety ol behavior. This report gives the comparison of different l:i:ds of modeling of reservoir and foundation. Three different types of mode13 have been ana1yed by modeling of reservoir and Ibundation. Fouivia!ion is replaced with equivalent spring;. Even though added mass approach is most simple, it doesn't take consideration of fluid-structure interaction. Also in this study, the stability of the dam will be analyzed by two dimensional gravity method and Finite Element Method (FEM), using ANSYS 14.en_US
dc.description.sponsorshipINDIAN INSTITUTE OF TECHNOLOGY ROORKEEen_US
dc.language.isoenen_US
dc.publisherI I T ROORKEEen_US
dc.subjectFluid-Structureen_US
dc.subjectFluid-Structure Interactionen_US
dc.subjectFinite Element Methoden_US
dc.subjectFoundationen_US
dc.titleCOMPARISON OF SEISMIC RESPONSE OF GRAVITY odw DAMS BY DIFFERENT APPROACHES OF MODELLING OF RESERVOIR AND FOUNDATIONen_US
dc.typeOtheren_US
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