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A1- Torsion Irregularity Control

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.