Design of G+10 Storey RCC Structure

G+10 Storey structure located at high seismic prone area Bhuj is analysed, designed as per the seismic codal provisions and detailing the same. The Stilt floor of the structure is a soft storey due to the floor height is greater than its upper storey creating a vertical irregularity. This problem statement of vertical irregularity has been dealt and RCC structural system has been finalised to mitigate such irregularity by comparing the storey stiffness of the soft storey and have provided the solution by increasing the stiffness of the soft storey accordingly.