15.8.6
- Kemalcan Struja (Unlicensed)
- Zeynep Aladağ
Owned by Kemalcan Struja (Unlicensed)
After the employee performance of existing buildings is determined automatically, the earthquake performance level of the building is determined automatically.
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 .
If the current building does not meet the Immigration Prevention Performance Level , it is in Immigration Status . In this case, the use of the building is inconvenient in terms of life safety.
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