Earthquake code part 15 performance of existing structures

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recepekmekci

New Member
Good afternoon, I don't know if a similar topic has been opened. In the new regulation, there are two calculation methods (linear calculation and non-linear) in section 15 for performance analysis. In order for the linear calculation method to be applied, it is stated that it must be within the application limits in 15.5.3. How to calculate the echo value in this section. If the echo values in paragraphs c, d, e in section 15.5.3 are suitable for the structure we will solve, I would be glad if you could help me to calculate linearly in idecad 10. Could you also share an example about pushover?
 
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