• LALIT RAMTEKE
• DR. SANKET SANGHAI

Flat slab is unique technique in which slab provided without beam due to which structure becomes more economical as self-weight of structure is reduced over the conventional slab. As flat slab structure is beamless architectural requirement is meets and can provide more floors within restricted floor heights. Punching shear is more critical in flat slab because beams are absent. To reduce vulnerability of flat slab structure during an earthquake perimeter beam can provide. In present study seismic response of G+14 Story structure with conventional Slab, flat slab & flat slab with perimeter beam is compared using ETABS. Dynamic Non-Linear analysis i.e. Time history analysis for 7 different cases are done to evaluate story displacement, Maximum axial force, shear force & bending moment.

Flat slab, Conventional Slab, Perimeter Beam, ETABS, Seismic Response, Time History Analysis.

"Non-Linear Analysis of Conventional Slab ; Flat slab and Flat Slab with Perimeter Beam.", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 7, page no.a243-a249, July-2022, Available :http://www.jetir.org/papers/JETIR2207030.pdf

"Non-Linear Analysis of Conventional Slab ; Flat slab and Flat Slab with Perimeter Beam.", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 7, page no. ppa243-a249, July-2022, Available at : http://www.jetir.org/papers/JETIR2207030.pdf