Seismic Behavior of RC Intze Water Tank under Various Zone and Soil Condition
Rakesh Yadav1, Trilok Gupta2, Ravi S. Sharma3
1Rakesh Yadav, Techno India NJR Institute of Technology, Udaipur (Rajasthan), India.
2Trilok Gupta, Maharana Pratap University of Agriculture and Technology University, Udaipur (Rajasthan), India.
3Ravi S Sharma, Maharana Pratap University of Agriculture and Technology University, Udaipur (Rajasthan), India.
Manuscript received on 15 March 2020 | Revised Manuscript received on 22 March 2020 | Manuscript Published on 30 March 2020 | PP: 22-25 | Volume-9 Issue-3S March 2020 | Retrieval Number: C10060393S20/20©BEIESP | DOI: 10.35940/ijeat.C1006.0393S20
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: RC intze water tanks are constructed for storage and suppling of water through a certain height with adequate pressure of water distribution. Many overhead water tanks affected due to certainty like earthquake that can induce large lateral forces. So, there is a necessity to Understand and examine the behavior of intze tank supported on framing in context to different soil types under the seismic forces. This paper evaluates the experimental output of seismic analysis that compares shear and moments at base for different seismic zone (II, III, IV, V) in different type of soil conditions.
Keywords: Intze Water Tank, Seismic Analysis, Base Shear, Base Moment.
Scope of the Article: Soil-Structure Interaction