Seismic Response of Underground Rectangular Water Tank Structures by Nonlinear Static Analysis

International Journal of Civil Engineering

© 2022 by SSRG - IJCE Journal

Volume 9 Issue 7

Year of Publication : 2022

Authors : Khushboo Jain, Raana Pathak

10.14445/23488352/IJCE-V9I7P105

How to Cite?

Khushboo Jain, Raana Pathak, "Seismic Response of Underground Rectangular Water Tank Structures by Nonlinear Static Analysis," SSRG International Journal of Civil Engineering, vol. 9,  no. 7, pp. 27-34, 2022. Crossref, https://doi.org/10.14445/23488352/IJCE-V9I7P105

Abstract:

During earthquakes, the most prone to damage or collapse are concrete structures. The structure's behavior during earthquakes depends mainly on its shape, size, and geometry. An attempt is made to understand the seismic response of the Underground Rectangular Water tank structure subjected to Nonlinear static loading. To predict the seismic response of building structures during severe earthquakes, Pushover analysis has been frequently utilized. It needs to be investigated whether it applies to reinforced concrete Underground Rectangular Water tank structures. This paper attempts a pushover analysis of the Underground Rectangular Water tank structure. The most prominent and versatile finite element analysis software SAP2000 is used to model and analyze Underground Rectangular water tank structures to perform Pushover analysis. Various parameters of a Pushover analysis of an Underground Rectangular water tank are also summarized to understand the behavior of the Underground Rectangular water tank structure.

Keywords:

Underground water tank, Nonlinear static analysis, Pushover analysis seismic behavior.

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