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Comprehensive Study of Cost, Seismic & Wind Impacts on Circular Water Tanks with Varying Cylindrical Height-to-Diameter Ratio


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1 Department of Civil Engineering Indian Institute of Technology (B.H.U), Varanasi 221 005, India

This study had systematically assessed the cost and material efficiency of circular water tanks with varying capacities, closely examining the influence of cylindrical height-to-diameter (H/D) ratios within the range of 0.2 to 2.0. The investigation has delved comprehensively into the effects of wind and seismic forces, accounting for both tank-filled and empty conditions across the entire spectrum of H/D ratios. The analysis has specifically focused on water storage capacities of 600, 700, 800, 900, 1000, 1100, and 1200 kiloliters. Employing an in-house Software Program developed for the Design of Elevated Circular Water Tanks and adhering to the guidelines of IS 3370:2021, the study has conducted a thorough parameter comparison to reveal substantial cost savings achievable through strategic H/D ratio selection. Particularly noteworthy is the revelation that the H/D ratio optimizing cost aligns with the configuration that experiences minimal wind and seismic forces. Informed parameter have choices emerged as a driving force behind considerable reductions in material consumption, underscoring the software program's efficacy as a pivotal tool for designing elevated water tanks, particularly in scenarios where conventional analysis and design software lack accessibility.

Keywords

Elevated water tanks, Circular tanks, RCC structures, Staging, Base shear, Seismic loads, Wind loads, Limit state method of design
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  • Comprehensive Study of Cost, Seismic & Wind Impacts on Circular Water Tanks with Varying Cylindrical Height-to-Diameter Ratio

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Authors

Sukanya Saxena
Department of Civil Engineering Indian Institute of Technology (B.H.U), Varanasi 221 005, India
Krishna Kant Pathak
Department of Civil Engineering Indian Institute of Technology (B.H.U), Varanasi 221 005, India

Abstract


This study had systematically assessed the cost and material efficiency of circular water tanks with varying capacities, closely examining the influence of cylindrical height-to-diameter (H/D) ratios within the range of 0.2 to 2.0. The investigation has delved comprehensively into the effects of wind and seismic forces, accounting for both tank-filled and empty conditions across the entire spectrum of H/D ratios. The analysis has specifically focused on water storage capacities of 600, 700, 800, 900, 1000, 1100, and 1200 kiloliters. Employing an in-house Software Program developed for the Design of Elevated Circular Water Tanks and adhering to the guidelines of IS 3370:2021, the study has conducted a thorough parameter comparison to reveal substantial cost savings achievable through strategic H/D ratio selection. Particularly noteworthy is the revelation that the H/D ratio optimizing cost aligns with the configuration that experiences minimal wind and seismic forces. Informed parameter have choices emerged as a driving force behind considerable reductions in material consumption, underscoring the software program's efficacy as a pivotal tool for designing elevated water tanks, particularly in scenarios where conventional analysis and design software lack accessibility.

Keywords


Elevated water tanks, Circular tanks, RCC structures, Staging, Base shear, Seismic loads, Wind loads, Limit state method of design