Abstract
Now a days we are facing everywhere a large number of new type structural system. The oblique column is used to give an aesthetic appearance to the structure and also to determine, the effects of oblique column to the structure. It is possible with the software ETABS (Extended 3-Dimensional Analysis of Building System) to modelled and analyse the high-rise structure with oblique column. In the present study, linear static and Response Spectrum Analysis were conducted, by applying outer columns of the structure as oblique column. The plan is prepared in the software AutoCAD and modelled in the software ETABS. After Analysing, the results of the Analysis parameters such as Time period, Base shear, Storey Displacement and Storey Drift of normal column or 00 inclined column are compared with the 30, 60 and 90 inclinations of oblique column. The variation of the Results of different models are shown by the graphs.
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