There are several number of response of
multistoried RCC frame structure with shear wall
depending upon the manner of external load acting,
geometric design, location of building, material used for
construction. So far review papers are published on
shear wall concisely outline the concept and analysis
and behavior of different geometry of multistoried
buildings. However the researcher’s work of
multistoried building considering aspect ratios is
compare to performance analysis is limited. So this
paper present the overall review on aspect ratios such as
horizontal and vertical aspect ratio, analysis results by
correlation with other dependable parameter such as
base shear, no. of storey, storey drift, base moment.
Along with this cross sectional parameter presented in
this review paper. This various parameter are grouped
under regular and non-regular building frame. Overall
the response parameters such as base shear and base
moment increases with increase in number of span.
Irregular shear wall structure should be designed and
analyzed properly to avoid the failure of structure.
Varying thickness of shear wall shows some positiveness
and some negativeness in the value of response
Keywords : Horizontal and Vertical Aspect Ratio, Seismic Behavior, Storey Drift, Overturning Moment, Inter Storey Drift.