...
-Monolithic Situation
...
In slabs that are modeled as shell shells and accepted as semi-rigid diaphragm diaphragms in accordance with TBDY 2018 article 4.5.10.4 article, a full fully rigid solution is also applied to determine the torsional eccentricity effectaccidental torsion. The above solutions are fully rigid solutions due to seismic codeearthquake 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.
...
...