Investigation of the structural behavior of reinforced concrete frame type structures with linear analysis methods

In this study, of the ground floor height and shear walls not designed as load-bearing how it affects the irregularities of the structure and the earthquake effect of these structural irregularities The effects on the structure under These states of disorder handled within the scope of the regulations brought by the engineering. This In the study, 3 m, 5 m and 7 m ground floor heights were calculated using the SAP 2000 program. In the case of 4, 8 and 11 storey buildings with equivalent diagonal pressure bars Soft storey irregularity depending on period and base shear forces calculated. In addition, torsional irregularity cases were also investigated. This The aim of the study is to determine the change in the ground floor height of the building and the number of floors and the different in case of equivalent cross-pressure bars on the axles, under the effect of earthquake To make comparisons about possible behaviors and to contribute to the literature.