Published Paper Details:

In the present study, a G+9 (10 storey) RC building with floating column is considered and modelled with shear wall at different locations using STAAD. Pro software. Static analysis of earthquake is performed by using Equivalent static method. Different types of building models are created for the analysis. This research paper mainly concentrates on analyse the behaviour of structures and comparing the parameters like base shear, storey displacement, story drift. For the study total 6 models are considered. All models are considered as floating column building. Model 1 will be considered as shear wall located at centre of building, Model 2 will be considered as shear wall is provided as L-type shape, Model 3 will be considered as shear wall is provided as T-type, Model 4 will be considered as shear wall is provided as W-type, Model 5 will be considered as shear wall is provided as C-type, Model 6 will be considered as shear wall is provided at middle (outer side). The static analysis of building is carried out by using IS 1893 (Part 1) 2002 & also load combination is taken for the study is as per IS 1893 (Part 1) 2002. For the study Zone III will be consider. The whole analysis is done on STAAD. Pro V8i software.