Comparison of Conventional Two-Way & Flat Slab Structure by Lateral Loading
Aishwarya M. Bhave
P.G. Student, School of Engineering and Technology, Sandip University, Nashik, Maharashtra, India , IN
Dr. R. S. Talikoti
P.G. Student, School of Engineering and Technology, Sandip University, Nashik, Maharashtra, India , IN
Keywords: ETABS, Flat Slab Structures, Seismic Analysis, Wind Analysis
Abstract
Flat slab structural systems are widely used in urban India. The slabs which are directly rest on columns without beams are known as flat slabs. Even though the performance of flat slab structures is dominating to conventional beam-slab-column systems, it has some limitations to resist the punching shear failure and flexural failure under seismic loading conditions. The objective of study is to observe the behavior under various lateral loading conditions. This paper presents the analysis on parameters like storey displacement, storey drift, base shear, time period, axial force, shear force and bending moment on the behavior of both flat slab and conventional two-way slab structures subjected to seismic as well as wind loading. Analysis is done using ETABS software.
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