Abstract
It is presented an analysis of mullistoried slab-column structures subjected to lateral loads. The structures under consideration consists of slab, columns, and extension of the slab beyond the support line as a cantilever. Reissner's plate theory is applied to slabs, and Timoshenko' s beam theory to columns. By using the method super- impostion , it is shown that solutions which satisfy identically the differential equation and which satisfy the boundary conditions with any desired degree of accuracy are obtained. Numerical results are compared with those of equivalent frame method by using the effective plate width.
