Abstract:
The rapid growth of urban population and the consequent pressure on limited space have
considerably influenced city residential development upward resulting in high rise buildings.
Now-a-days majority of the high-rise buildings intend to provide spacious open areas (to provide
parking facilities, shops, superstores, other special facilities etc.) at the ground floor for the
inhabitants of the residence or other commercial buildings. To facilitate this demand of the
building owners, the Structural Engineers design building structures avoiding use of infill walls
at the functional area of the ground floor, but maintaining the partition walls in the other floors,
which results in an asymmetric structural behavior under service loads. These structures are
currently getting special attraction to be analyzed for understanding their structural behavior
completely. Keeping this scope in mind, the current study aims to investigate structural
behavioral pattern of multistoried RCC buildings to observe ground soft storey effect on these
buildings. The study is carried out to analyze ten RCC residential buildings (five with soft storey
and the other five without soft storey) by means of numerical finite element analysis software
ETABS. A number of structural parameters (base shear, time period, drifts, column reaction
forces) have been determined involving load combinations of vertical as well as lateral loads in
both directions of building plan. Afterwards, each of these attained outputs have been compared
for buildings with soft storey and buildings without soft storey for better understanding. It is
observed that, in case of time period and base shear, almost similar values are obtained for
buildings with a particular height (for buildings with soft storey and buildings without soft
storey). For the cases of support reactions of interior, exterior, or corner columns, the buildings
without ground soft storey experiences much higher support reaction compared to those with
ground soft stories. Overall, buildings with soft storey have higher storey drift values then those
without soft storey. Especially for earthquake loads, the storey drift values of buildings with soft
storey vary significantly than those of buildings without soft storey. But for wind loads this,
variations is not so prominent. The observations found from the present study addresses several
important concerns and it also indicates that more study should be carried out to properly reveal
the structural behavior of not only the RCC structures, but also steel and steel-concrete
composite buildings, buildings with various slab systems (flat slab, flat-plate slabs, waffle slabs
etc.).