Performance analysis

mustafadisci

New Member
In another program, the performance analysis of the building, which was connected to the licensed structure with 3bk+zk+4nk+diameter qualification, by analyzing according to the 2007 earthquake regulation, but whose construction was stopped after reaching the sub-basement level, is requested by the relevant municipality according to the 2018 earthquake regulation. Performance analysis was performed by defining the existing 3 basement floors (existing reinforcements were processed into the data and the reinforcement was locked) on (material c30, s420) the floor + 4 normal floors (c35, s420) + diameter (mild steel: with box profiles). If you have any suggestions and opinions about the attached data, can you help me to correct the incorrect data entries. Additionally, the architectural project is attached. data:
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architecture project :
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Hello, I have reviewed your project. An unforeseen situation occurred in the performance evaluation process in columns S12 and S13. You can turn these columns into screens and do linear performance analysis in this way. Necessary notes were taken and forwarded to the relevant place. Best regards...
 
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