A Comprehensive Analysis of Column Optimization for Circular Elevated Water Tanks in Seismic Environments

Abstract

Water storage is critical everywhere, especially in places where there is a severe water shortage. Understanding its vital significance, water storage projects are receiving more attention in an effort to guarantee regular availability to this resource that is necessary for daily existence. The study explores the complex dynamics of raised water tanks and describes the structural details of slabs, beams, columns, and footings. These element channel loads carefully to the soil sub-grade, allowing their complex interaction. The study focuses into many load types, including seismic, living, and dead, and as a result, the analytical framework reveals the dynamic behaviours of the water tank. The main aim of this research project is to perform a thorough hydrological investigation of circular water tanks. Furthermore, the study presents the findings from a thorough analysis of round raised water tanks, with a focus on column optimisation. The research examines different column arrangement with capabilities that remain constant across the range, from 10 to 14 columns. In the context of Zone II seismic conditions, the study preserves relative integrity by keeping heights and diameters constant. By conducting a detailed analysis of crucial structural considerations, such as maximum bending moment, maximum displacement, and base shear, the study aims to clarify the subtle performance characteristics present in circular elevated water tanks under seismic loading scenarios.