الفهرس 
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Abstract
This study investigates the seismic response of reinforced concrete
multi – storey building with one or multi- transfer floors with fixed height
of building to focus on the effect of depth of the transfer system
depending on the number of floors above, the best location of the transfer
floor(s) and study the effect of change the shapes of the cores (C, Z and I
shapes) and knowing the impact of the continuity or discontinuity of the
building core.
A parametric study was carried out by using the elastic linear
response spectrum method to represent the earthquake loads by Etabs
program.
The study will show the behaviour of such structures under seismic
load, and make a numerical evaluation for the analysis of the results of
displacements, inter-storey drift, storey moment, shear distribution with
different type of resistance system for lateral loads.
Keywords: transfer floor, multi- storey building, response spectrum
analysis, displacements, shear, moment distribution, storey drift, ETABS
program.