A novel inter-story drift limit proposal for TBEC2018 and fragility prognosis with TSC2007

Abstract

The basic purpose of this paper is to investigate and propose a novel inter-story drift limits for the current Turkish Seismic Code to get easy structural assessment by using software. For this aim, numerical analysis was performed by modeling two types of RC frame structures. One of them is 5 stories, the other of them is 7 stories. Two different concrete classes, C20 and C25, were considered and three tension reinforcement ratios were considered for analysis. Tension reinforcement ratios were determined by half of the compressive reinforcement, equal to compressive reinforcement and double the compressive reinforcement ratio. Incremental dynamic analyses (IDA) were performed on these buildings. In this study to execute IDA, eleven seismic acceleration benchmark records were multiplied with various scaling factors from 0.2 to 1.0. Maximum base shear and corresponding roof displacement responses obtained from IDA curves were generated according to these responses. IDA curves were compared with each other by deriving fragility graphs. According to results, proposed limits for the current Turkish seismic code (TBEC-2018) provide, 0.6%, 2.4% and 3.3% respectively for MN, GV and GC, rather safe limits compared to drift limits presented in the foredate seismic code (TSC-2007).

Comparisons of TBEC 2018 and TEC 2007 seismic codes by means of maximum and residual displacement demands

“…Çalışmada kullanılan betonarme binaların TBDY'ye göre hasar görme olasılığının DBYBHY'ye göre daha fazla olduğu ifade edilmiştir. Benzer bir sonuç Onat ve Yön [12] tarafından yapılan ve iki farklı betonarme çerçevenin ele alındığı çalışmada da elde edilmiştir. Demir ve diğ.…”