The following table summarizes the dynamic analysis results obtained for the upper section, taken from models where frame columns are hinged and monolithically connected.
In slabs modeled as shell and accepted as semi-rigid diaphragm in accordance with TBDY 2018 article 22.214.171.124, a full rigid solution is also applied to determine accidental torsion. The above solutions are fully rigid solutions due to seismic regulations.
The data obtained as a result of dynamic analysis suitable for the semi-rigid diaphragm are summarized in the table below. In this solution, it has to be made in 2 stages, hinged and monolithic. Below are the results of the articulated solution.