ANALYSIS OF TALL BUILDING FRAME-SHEAR WALL-THIN WALLED MEMBER SYSTEMS WITH FLOOR DEFORMATIONS CONSIDERED

In this paper, firstly using the piecewise continuum techniquefor the structures, the coupled differential equations have been derived for the tall building frame-shear wall-thin walled member systems with stepped parameters and with some floor slab's deformations considered, subjected to horizontal loads.Secondly, using the Ordinary Differential Equation Solver, which is a program developed for solving various ODE, the displacements and internal forces of the structures have been obtained.