Performance Level
- Hakan Şahin
- Zeynep Aladağ
Owned by Hakan Şahin
In this step, according to Table 3.4 of TBDY 2018, it is shown that for the DD-2 earthquake ground motion level, controlled damage performance level (KH) is selected as the standard performance level and design according to strength (DGT) is selected as the evaluation/design procedure.
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