Comparison of static and dynamic analysis results of a reinforced concrete structure according to TDY2007 and TBDY 2018

In this research, a reinforced concrete building modelled in the program of STA4CAD was compared according to Turkish Earthquake Regulation version 2007 and Turkish Earthquake Regulation for Constructions version 2018. For this comparison, Istanbul and Konya were selected because they belong to different level of earthquake regions. Comparisons were made according to Equivalent Earthquake Load and Mode Super-Position Method at Time History Analysis. As a result, it was researched to what extend construction's quantities of formwork, rebar, and concrete change in both regulation versions when shear-wall layout constructions were taken into consideration. Also by selecting one history of earthquake acceleration record the results of analysis of Mode Super-position Method at Dynamic analysis were compared.