Author : U.P.Govind 1
Date of Publication :24th January 2018
Abstract: A comparative study of a regular concrete frame building frame with flat plate and frame with flat slab & drop panel is presented in this paper. The IS456:2000 and IS 1893:2000 standards have been used for the loading purpose. All four zones of an earthquake are considered and the storey displacement is computed using the equivalent static method and response spectrum method. The software used for the analysis is ETABS. The initial analysis and design for a particular dimension of column and beam are carried on, later based on some failed trials the changes on dimensions are provided, reanalysed and compared. From the analysis and result it can be concluded that flat slab with drop panel shows minimum storey displacement compared to the flat plate model and regular concrete frame model while the flat plate model shows the highest storey displacement. The related graphs are plotted for the comparison purpose.
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