Türkiye Bina Deprem Yönetmeliğine Göre Tasarlanan Betonarme Binaların İlerlemeli Çökme Davranışları

In this study, the progressive collapse response of reinforced concrete buildings designed for ‘government buildings’ occupancy class was investigated numerically. For purpose, two framed were initially according to Turkish Earthquake Code published in 2018. Later, those responses evaluated using Alternate Path direct design approach defined GSA-2016 and UFC 4-023-03 guidelines. Three different column removal scenarios employed independently by applying nonlinear dynamic analysis method. Nonlinear fiber hinges used simulate plasticity structural load-bearing members. As a result it is deduced that limited local disproportioned initial failure observed on buildings. addition conventional seismic methods, should also be assessed with respect explicit approaches against unforeseeable extreme events reduce their risk.