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  • After the employee performance of existing buildings is determined automatically, the earthquake performance level of the building is determined automatically.

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When the linear calculation method or nonlinear calculation method is used in determining the earthquake performance of existing buildings with the Assessment and Design Based on the Shape Change (ŞGDT) approach, the element performances of all elements in the building are determined according to 15.8.2.

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If the above conditions are met, the building is accepted and reported at the performance level for the Prevention of Migration (GÖ). The use of the building in case of Migration Prevention is harmful in terms of life safety.

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15.8.6