STUDY OF SHEAR WALL IN MULTISTORIED BUILDING WITH DIFFERENT THICKNESS AND REINFORCEMENT PERCENTAGE ON SLOPING GROUND
ARPITHA K R, AMBRESHWAR, MOHAN K T
Shear Wall, ETABS, earthquake resistant design, Design of shear Wall, Sloping ground, Percentage of Reinforcement in Shear Wall
In the present study investigated about the different thickness of shear walls in the different terrain. In this project we have considered two elevated structures such as 10 and 15 stories on sloping ground due to drastic increment of population. We have used shear wall of thickness of 5”, 10”,15” and 20” at a uniform location, Sloping ground of 25o and used the seismic zone as IV and V. It is analysed by static analysis method by using ETABS 2015.we have studied parameters such as Storey displacement, Storey drift, Base shear, Storey shear and Modal time period.