Published Paper Details:

The construction of building with floating column may be difficult in seismic zones but it may not be impossible, it is the need or demand to comprehend the earthquake impact forces that grows at various levels of floors which is then carried down along the height of the building by the smallest path. During earthquake or seismic forces the entire conduct of the building depends analytically on the size of building, its shape and its geometry along with the earthquake forces that are initiated from the ground storey that may lead to parking failure and tends to cause heavy damage. Where as in this project totally 4 models have been analyzed for the seismic zone 4 and zone 5 respectively as per IS 1893:2002 by using ETABS v9.5.0. version by equivalent static method, 2models are analyzed without floating column with respect to zone 4 and zone 5. Whereas other 6 models are analyzed with floating columns at different levels of buildings with respect to zone 4 and zone 5. The outcome results are differentiated concerning with roof displacement, storey-drift, base.shear, storey forces and time.period as per the zones contrast is made and graphs are planned