The main aim of this study is to analyze the elevated water tank and comparing the forces created on elevated water tank in seismic zones V due to earthquake. Before design and analysis of structure first its impact on our economy based is to be fulfilled. The analysis of elevated water tank is performed on impulsive mode and convective mode using-(1) IS 456:2000, Plane and Reinforced9 Concrete-Code of Practice, (2) IS 1893 (PART- 1): 2016,Criteria for earthquake resistant design of structures,(3)- IS 3370 (PART-2):2009, Concrete structures for storage of liquids, (4)- (GSDMA GUIDELINES (GUJARAT STATE DISASTER MANAGEMENT AUTHORITY) &IS 11682-1985 Criteria for design of RCC staging for (o.h.t.) tanks. In this study with mention criteria to all above guidelines and codes, I have designed varying models of water tank (Rectangular and circular tank) using staad pro software V8i. By using all data and results I have compared results on following basis- Quantity estimation, Base shear, Base moment Time period, Plate stresses and moments value regarding our design.
Elevated Service Reservoir (E.S.R), GSDMA Guidelines, Equivalent static analysis
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