Behaviour of Multi-Storied R.C.C. Frame Structure with Variance in Geometry of Structure

Any structure needs to be withstanding for two issues, strength and stability. Structure requires a support system that has sufficient strength to bear loads and stability to transmit it safely to the ground. The paper shows the analysis carried out to study the behaviour of multi-storied building subjected to lateral loads like earthquake and wind loads by considering the change in terrain conditions. The previous investigations concluded that, the in-filled wall and the shear wall are able to resist maximum part of lateral load on multi-storied building. The scope of present work is to study behaviour of multi storied building of different frame structural system for twelve types of models. The equivalent static analysis has been carried out by using E-TABS software. The models where examined for parameters like lateral displacement, story shear, time period, overturning moment, stiffness, and modal oscillation. The behaviour of building components will examined in this experimental work by analysing it. In this experimental case we are going to assume the different levels of footing maintaining the depth of footing and height of building same at each level. Based on the results analysis, the best building frame is suggested for such terrain conditions.