The four storey in situ reinforced concrete frame-wall building by flat plate system
is presented in the article, which under static and seismic loads was calculated.
Only the middle column of the building in the paper was reviewed and all computations
by LIRA were done. The calculations according to Armenian and Russian
building codes were implemented and satisfied these conditions. The supremum and
infimum bending moments and axial forces of column for flat plate analyses were
determined and compared. At the same time there were carried out computations
taking into account the punching shear action of slabs. The results are shown that
the differences of axial forces between static and dynamic loads are negligible, however
of the volume of punching shear is huge enough.
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