![]() ![]() Top of the tanks may be covered and is designed by using IS 3370:2009 Part (I, II) and IS 1893:2007 (part-2) draft code is used for the seismic analysis of the tank. Base of the tank is subjected to weight of water and pressure of soil. Selected papers in Civil Engineering Design and Seismic Analysis of Ground Supported Water Tank Rishi Dave1, Rahul Patel1 and Prutha Vyas2 1Under graduate Student, Civil Engineering Department School of Engineering and Technology, Navrachana University, Vadodara, India 2Assistant Professor, Civil Engineering Department School of Engineering and Technology, Navrachana University, Vadodara, India, , Abstract The ground supported tanks are firmly attached with ground and tank walls are subjected to hydrostatic as well as hydrodynamic pressure due to seismic forces. International Conference on Re- search and Innovations in Science, Engineering &Technology. ![]() Kalpa Publications in Civil Engineering Volume 1, 2017, Pages 1–6 ICRISET2017. ![]()
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January 2023
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