Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/315987
Title: Study of failure in Concrete gravity dams for earthquakes adopting finite element analysis
Researcher: Sashikiran Babu K
Guide(s): Manjula Vani K
Keywords: Concrete
Earthquakes
Engineering
Engineering and Technology
Engineering Civil
Finite element analysis
Gravity dams
University: Jawaharlal Nehru Technological University, Hyderabad
Completed Date: 2018
Abstract: Gravity dams are solid barriers to impound the reservoir water and the weight alone is large enough to prevent them from tipping over. Their failures may result in disastrous consequences causing significant loss of life and property. These dams should be reliable for which they are entrusted and also competent to take care of seismic forces apart from newlinethe designed static loads and hence its natural behavior under static and newlineearthquake forces has become a matter of immense interest for its sustenance. Dynamic response behavior of a concrete gravity dam is complicated due to various forms of physical interactions among dam, newlinewater, and foundation rock. The various interactions at dam foundation and reservoir play a significant role in the earthquake response of dams by causing energy dissipation, emerging as damping tuned with the changes in the natural modes of vibration.
Pagination: 255p.
URI: http://hdl.handle.net/10603/315987
Appears in Departments:Faculty of Civil Engineering

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02_declaration.pdf269.77 kBAdobe PDFView/Open
03_certificate.pdf500.68 kBAdobe PDFView/Open
04_acknowledgement.pdf4.55 kBAdobe PDFView/Open
05_abstract.pdf30.46 kBAdobe PDFView/Open
06_contents.pdf73.65 kBAdobe PDFView/Open
07_list of figures_tables_abbreviation.pdf150.86 kBAdobe PDFView/Open
08_chapter 1.pdf23.83 kBAdobe PDFView/Open
09_chapter 2.pdf159.47 kBAdobe PDFView/Open
10_chapter 3.pdf962.52 kBAdobe PDFView/Open
11_chapter 4.pdf21.45 MBAdobe PDFView/Open
12_chapter 5.pdf8.29 MBAdobe PDFView/Open
13_chapter 6.pdf31.37 kBAdobe PDFView/Open
14_references.pdf100.5 kBAdobe PDFView/Open
15_appendices.pdf7.18 MBAdobe PDFView/Open
16_publications.pdf1.9 MBAdobe PDFView/Open
80_recommendation.pdf1 MBAdobe PDFView/Open
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