The table below summarizes the upper section dynamic analysis results obtained from the models where the 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 monolithic solution.
The list of all modal analyzes made in the program can be viewed in the structure tree section of the interface.
