A1- Torsion Irregularity Control
Torsional Irregularity Coefficient ηbi , which expresses the ratio of the maximum relative displacement of any storey to the average relative displacement at the same direction at that storey for any of two earthquake directions perpendicular to each other, is the case where ηbi is greater than 1.2.
According to Table 3.6 of TBDY 2018, the calculation of the relative storey drifts is made according to the Equivalent Lateral Force Procedure, taking into consideration the effects of ± 5% additional eccentricity.
Loadings made according to the equivalent lateral force procedure are separate and used only in the irregularity checks. These loads can be controlled from the structure tree in the program interface.
As per TBDY 2018 3.6.2.1, A1 irregularity is important in the selection of the linear analysis method to be applied for the building. However , as stated in the section Determining the Linear Calculation Method, Modal response spectrum analysis we use in this building can be used in all buildings in accordance with the earthquake regulations .
Irregularity checks are given in detail in the earthquake regulation report. As seen in the table below, there is no A1 type irregularity in the building.