Review on “Comparative study of flat slab structure and conventional slab structure”

Abstract

For the drawing engineers, selection of the type of the structure for a specific purpose is very important, as multistory buildings are becoming necessary, as construction for living style with increases in requirement of space. The lack of space is forcing us to raise the height of structures possible to unbend maximum number of people. This paper aims to effort on seismic response of unappetizing slab RCC structure for the various height and plan, moreover aims to compare policies of unappetizing slab towers with old conventional 2-way slab system for different zones like zone II, zone III, zone IV, zone V in respect with maximum BM, story shear, base shear, and story drift, by the help of analysis soft wares like ETABS.

Seismic response evaluation of waffle slab with and without bracing system using time history analysis

“…Understanding how factors like storey shear, displacement, stiffness, etc. affect seismic performance requires examining variations in the seismic behavior of multi-story buildings for a variety of seismic intensities [4]. Utilizing time history analysis, the study's main objective is to assess the structural behavior of waffle slab and X-type bracing in earthquake zone IV [5].…”