The following table summarizes the dynamic analysis results obtained for the upper section, taken from models where frame columns are hinged and monolithically connected.
Articulated Case
-Monolithic Situation
In slabs modeled as shell and accepted as semi-rigid diaphragm in accordance with TBDY 2018 article 4.5.10.4, a full rigid solution is also applied to determine the eccentricity effect. The above solutions are fully rigid solutions due to earthquake 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.
