Buildings that rest on sloping ground are different
from those that rest on level ground. Buildings located on sloping
ground are much more prone to earthquakes because they are, in
general, irregular, asymmetrical and tensional. Therefore, the
movement of the ground affects them much more. Therefore,
there is increased insertion of the shear wall to resist side
loading. In this work, the multi-storey building G + 20 is
analyzed on slopes of 0o and 24o. For the improvement and
analysis of full-filled shear walls, GMT, type L and type C soft
soil is used. The structure is analyzed by the response spectrum
method and responses such as displacement, ground deviation,
period and base slices are evaluated and compared using E-TAB
software.