The
objective of this paper is to assess the seismic performance of existing RC
buildings in The Sudan. Four typical buildings were investigated using pushover
analysis according to ATC-40. They were designed according to the Regulations
for earthquake-resistant design of buildings in Egypt (ESEE) and International
Building Code (IBC2012). Results showed that the buildings designed considering
by ESEE and IBC2012 loads were found adequate and satisfied the Immediate
Occupancy (IO) acceptance criteria according to ATC-40. The comparison of the
pushover curve shows that the stiffness of frames is larger when using ESEE
Regulations compared to the IBC2012 design. This means that ESEE design
procedure provides a greater capability to resist seismic load than the IBC2012
design.
Website: http://www.arjonline.org/engineering/american-research-journal-of-civil-and-structural-engineering/
Website: http://www.arjonline.org/engineering/american-research-journal-of-civil-and-structural-engineering/
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