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

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If the above conditions are met, the building Controlled Damage (KH) is accepted and reported at the performance level.

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15.8.5

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