Abstract:
The most destructive and unpredictable natural event is the earthquake that causes tremendous
damage of both human lives and structures. Seismic stresses triggered by earthquakes lead to
significant damage to structural parts and often to structural collapse. Analysis and construction
of the buildings taking into account the influence of lateral forces is also a very significant
feature. Buildings in Bangladesh are BNBC-designed. This section examines a structure
designed to evaluate its performance for gravity load and earthquake loads. The design was
followed by an earthquake load as BNBC-1993. For serviceability, design and maximum
earthquake, the structure's performance point is analyzed by ETABS software. Performance
point of any structure, is required it has been generated with ETABS. But several parameters
are required to generate the different figure. In this section, those parameters are defined and
the design is plotted by ETABS. A high-rise building with standard columns and at various
locations is considered for study in this work. This analysis was done in this article and was
also compared according to the findings of the analysis. The results of the Base Shear study,
Overall earthquake load deflection, Storey drift and Rebar percentage are compared. In bar
chart and graphical type, the results are displayed.
