Structural Behaviour of Commercial Building with and without Hanging Column Structures

Abstract

Because more people are moving to cities, tall structures generally don't have enough room. Wind gusts may
impact the structure from any side. These gusts might affect the building from any side. These gusts have had an
influence on the structure in both directions during the previous several years. The goal of these designs is to make the
projects they work on seem better. Because the floor height changes, the structure's rigidity is not the same at the level
of the soft story. Changes in the floor's height lead to this happening. Even if winds reveal this break, it might still cause
structures to The goal of this work was to do a static analysis of three-dimensional building frames that included G+7
stories, hanging columns, and soft-story parts. parts. The remaining sixty-four instances have hanging columns on one
level, and the soft story goes straight from the ground (G) story to the G+7 floor. Eight of the cases have a center.
Hanging columns on any one of the floors, whereas sixty-four of the other instances feature Hanging columns at a
specified level. This case looks at a total of seventy-three cases. Moreover, we create a simple example in which neither
the stories nor any of the columns float, in accordance with the previously mentioned constraints. Along with the
constraints already mentioned, we make a basic example where neither the floors nor any of the columns float. To get
the look we wanted, we changed the heights of the floors. We used the maximum node displacements (resultant),
maximum moments, maximum shear force, maximum axial force, and maximum storey drift to do the study. To get
technical conclusions, it is required to analyze the results.