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This study investigates the use of an overhead water tank as a passive tuned mass damper (TMD) to reduce seismic response in a six-story building during earthquakes. Various configurations of the water tank, including its position and fill level, were analyzed using time history analysis with SAP 2000 software, revealing that optimal placement and water levels can significantly decrease both base shear and roof displacement. The findings suggest that placing the water tank at the center middle or bottom pos

Author
rabin khadka
Language
EN

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