This paper developed models of elevated water tanks and performed dynamic analysis using the Response Spectrum Method according to IS 1893:2002 guidelines. The structural integrity of these tanks is paramount, especially in seismically active regions where. . This paper presents the framework for a performance-based seismic assessment of coupled soil-structure-fluid systems via integrated 3D finite element (FE) analysis. The proposed strain-based performance approach reduces the conservatism and uncertainty associated with the stress-based approaches. . Seismic design of water tanks relies upon a number of rules issued by various code-setting groups. The AWWA code [1] includes a factor "R" that is used to establish forces for the seismic design of water tanks (circular welded steel, circular bolted steel, circular prestressed concrete, rectangular. . This study presents the dynamic analysis of an elevated water tank structure under varying conditions — tank full, half full, and empty-using STAAD. Comparative analysis is also conducted between circular and rectangular tank shapes. The patterns of fluid. . Earthquakes provide the greatest and most hazardous threat to storage tanks.
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