Analysis of Reinforced Concrete Intze Water Tank with Different Staging Heights in Different Seismic Zones
Rakesh Yadav
Rakesh Yadav, Assistant Professor, Department of Civil Engineering, Techno India NJR Institute of Technology, Udaipur (Rajasthan), India.
Manuscript received on 24 February 2020 | Revised Manuscript received on 10 March 2020 | Manuscript Published on 18 March 2020 | PP: 185-190 | Volume-8 Issue-6S March 2020 | Retrieval Number: F10370386S20/2020©BEIESP | DOI: 10.35940/ijrte.F1037.0386S20
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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 and also hydrodynamic pressure at wall and base slab for various seismic zone and different type of soil condition at different staging heights.
Keywords: Intze Water Tank, Seismic Analysis, Base Shear, Base Moment. Hydrodynamic Pressure, Staging Height.
Scope of the Article: Concrete Structures