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changes.mady.by.user Kemalcan Struja

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Any of the items (a) , (b) , (c) , (d) and (e), which are the application limits for the use of linear methods in determining the earthquake performance of existing buildings with the Assessment and Design (ŞGDT) approach, and which are specified in 15.5.3.1. If any occurs, performance evaluation should be made by one of the non-linear methods specified in Section 15.6 of TBDY .