• R.SAIPRIYA
• DR.E.ARUNA KANTHI

Limited in conventional buildings to overcome limited in conventional structures include the ease of construction and greater space need of buildings. Recently, flat slab buildings have evolved and been used in several cities to get around limitations. The use of flat slab structures for multistory commercial buildings is growing, however they are more susceptible to bigger displacements due to lateral load effects from earthquakes. Fragility analysis is used to evaluate the likelihood of structural damage from earthquakes as a function of ground motion indices and is useful for assessing the susceptibility of buildings. In order to create fragility curves for medium and high rise flat slab buildings with masonry infill walls, the knowledge from the current study will be useful. This work's main goal is to create fragility curves for The chance of structural damage for bare frame buildings will be calculated using fragility curves, and different seismic zones in India will be taken into account. In this assumption, the seismic zone PGA values represent the expected intensity ground motion. This model displays the lowest possible likelihood of damage outcomes for specified SAP intensities, both with and without infill.

Buildings with flat slabs, capacity curves, comparable diagonal struts, fragility curves, PGA, and pushover analyses all refer to bare frames.

"Analysis of Fragility Curves of RC Flat slab buildings with and without Infill Effect using pushover method in SAP", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 9, page no.e587-e600, September-2023, Available :http://www.jetir.org/papers/JETIR2309471.pdf

"Analysis of Fragility Curves of RC Flat slab buildings with and without Infill Effect using pushover method in SAP", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 9, page no. ppe587-e600, September-2023, Available at : http://www.jetir.org/papers/JETIR2309471.pdf