الفهرس 
Seismic capacity assessment of existing RC buildings in the sudan by using pushover analysis
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Abstract
The Sudan has low-to-moderate seismic activity; most of existing buildings in The Sudan were designed only for gravity load. The aim of this thesis is to evaluate seismic performance of existing low-to-mid-rise Reinforced Concrete (RC) buildings in The Sudan. The buildings, which consist of 4, 6,8, and 10 stories, are designed according to British standard code (BSI) and American code (ACI). Pushover analysis has been performed. Results showed that the buildings designed using the (ESEE using BSI) has a greater capability to resist seismic loads than the (IBC2012 using ACI) design