Fragility curves for RC frames under multiple earthquakes
作者： F. Hosseinpour , A.E. Abdelnaby
DOI: 10.1016/J.SOILDYN.2017.04.013
关键词: Reinforced concrete 、 Fragility 、 Structural engineering 、 Rc frames 、 Geology 、 Forensic engineering
摘要: Abstract This study aims to overcome previous limitations and derive fragility curves for three RC (reinforced concrete) buildings with different number of stories under multiple earthquakes. As-recorded seismic sequences in regions around the world are employed fiber-based modeling approach that captures degradation concrete reinforcing steel materials is used. The results indicate considering damage from events, stories, earthquake region significantly affect curves.
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