• Meraj Ahamad
• V.K. Singh

This paper presents the performance of elevated water tank (Intze tank) with variable of bracings system under seismic and gravity loads. The main aim of this study is to understand the behavior of different arrangement of bracings system to gives optimum performance under given loads and conditions. In the present study, three types of bracings system horizontal, radial, and X bracing has been analyzed for an elevated water tank having 800 m3 capacity situated in Zone III using multiple software like SAP and ETABS. In this analysis response spectrum method has been used for software analysis and equivalent static method used for manual calculation as per IS:1893-2014(II) and compare the seismic parameters for staging portion as per IS:1893-2016(I), Eurocode-8, ASCE-7 by Etabs software. It is found that the maximum time period of model 3 (X bracing) is 69.89% and model 2 (Radial bracing) is 8% less than model 1 (Horizontal bracing), base shear of model 3 is 196.40% and model 2 is 11.57% more than model 1, overturning moment of model 3 is 193.73% and model 2 is 11.25% and storey displacement of model 3 is 74.94% and model 2 is 10.40% less than model 1.

Intze Tank, SAP (V20.2), ETABS(V17.0.1),Response Spectrum Method, IITK-GSDMA Guideline.

"Seismic Performance of Elevated Water Tank with Different Bracing Pattern Considering Fluid Structure Interaction", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.132-138, May - 2019, Available :http://www.jetir.org/papers/JETIRCN06025.pdf

"Seismic Performance of Elevated Water Tank with Different Bracing Pattern Considering Fluid Structure Interaction", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp132-138, May - 2019, Available at : http://www.jetir.org/papers/JETIRCN06025.pdf