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This document presents research on deriving an empirical formula to calculate the natural period of irregular buildings with shear walls. The researchers analyzed and designed multi-story reinforced concrete buildings with different configurations in ETABS software. Dynamic analysis was performed to determine the natural period of each building. Regression analysis using IBM SPSS was then used to propose a new formula based on the natural period results, building height, width, and moment of inertia. The go

Author

Hardik Mandanka

Language

EN