The
evaluation of seismic performance of existing buildings has received a great
attention. Current research works and observations indicate that The Sudan have
low-to-moderate seismic regions. Most of existing buildings are designed only
for gravity load. 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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