Performance-based design principles are widely used in national and international regulations in the world. Since the structures damaged after the earthquakes in the 1990s could not be reused, high economic losses were experienced. Later, in many design codes, the design of the buildings according to the target performance was provided so as to ensure the use of the buildings after the earthquake. Turkey Earthquake Building Code (TBDY) is given more importance to the soil-structure interaction with the release in 2018. Accordingly, the vertical ground motion spectrum has been defined and used for the first time. In addition, earthquake hazard maps were published and spectral acceleration coefficients were defined for each region. In this study, a performance analysis of the existing reinforced concrete buildings by the Building Turkey Earthquake Building Code is made. In the Code on Buildings to be built in Earthquake Zones (2007), deformation-based approaches are defined in the performance analysis of existing buildings, while in addition to TBDY-2018, deformation-based approaches are also included in the design of new buildings. With this study, the application principles of the newly published code were investigated. In the study, the performance state of an irregular structure calculated according to TBDY-2019 was examined. As a result of the examination, the calculation details of the structure, for which a controlled damage performance level was calculated, according to the TBDY-2019 code was shown. In terms of performance analysis of irregular structures, which are described in all stages, it is considered to be appropriate to expand this study field.
: April 29, 2020
|APA||Altan, M , Cansız, S , Kaya, O , Turna, Ç . (2020). Türkiye Bina Deprem Yönetmeliğine Göre Mevcut Betonarme Binanın Performansının Ve Zemin Etkileşiminin Değerlendirilmesi . Bilecik Şeyh Edebali Üniversitesi Fen Bilimleri Dergisi , 7 (2) , 1004-1014 . DOI: 10.35193/bseufbd.727437|