COMPARISON OF STRUCTURAL PERFORMANCE OF REINFORCED CONCRETE FLAT SLAB AND BEAM SLAB BUILDINGS

In this study, it is aimed to compare the structural systems flat slab, flat slab structures with drop panel, flat-slab structures with continuous drop panel and beam slab. For this purpose, 4, 7 and 10 storey regular reinforced concrete structures have been designed in the 1st degree earthquake zone. The analysis of designed buildings was made with the response spectrum method in our earthquake regulations according to Z1 and Z3 ground classifications. As a result of the analysis, the values of period, horizontal displacement, interstorey drift rate and base shear forces were determined and compared with each other. In addition, the interstory drift values obtained from the model structures are compared with the limit values in the earthquake regulations. SAP2000 structural analysis program was used