Seismic Performance Evaluation of Residential Structures in Egypt
暂无分享,去创建一个
In this research, analytical fragility curves for three existing structures are presented. Structures are 2-story, 6-story and 10-story residential reinforced concrete structures designed under dead ,live and seismic loads of zone 3 according to Egyptian code (2008). The design acceleration is 0.15g. The fragility curves are developed based on nonlinear incremental dynamic analysis of three dimensional structural models using SeismoStruct under twelve historic ground motions. Four performance levels are considered; fully operational, operational, life safe and near collapse.
[1] S. Aleem,et al. Housing and Building National Research Center , 2013 .
[2] Yasser E. Ibrahim,et al. ASSESSMENT OF SEISMIC PERFORMANCE OF MULTI-STORY REINFORCED CONCRETE STRUCTURES IN EGYPT , 2012 .
[3] Panagiotis J. Madas,et al. Advanced modelling of composite frames subject to earthquake loading , 1993 .
[4] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[5] J. Mander,et al. Theoretical stress strain model for confined concrete , 1988 .