Analysis & comparison of RC frame building in different seismic & wind zone (As per IS 1893 part -I & IS 875 part-III 2015)

Our study is based on non-linear structures type building which is carried out on mainly three different zone 3, 4 and 5. The analysis is done on Staad.Pro software. And as per Indian stander IS 875 part III 2015 and IS 1993 part I 2016 are using .The building model in the study has two structures one is ground + five (G+5) storey building and the second is ground+ ten (G+10) storey building. Twelve models are used to analyze with same length, width and same floor height. The depth of beam is also same. The objective of the present work is to study the behavior of a multi storied building irregular in plan subjected to wind load and earthquake load by adopting response spectrum analysis. In this study we have thoroughly done the comparison between earthquake load and wind load on the basis of storey height and in different zones which totally depends on the values of shear force, bending moment and deflection. The work I have performed here tells about the difference between the wind load and earthquake load in different zones according to deflection, shear force and bending moment. The deflection values of these loads in different zones vary a little and negligible. The same thing happens with the bending moment and shear force the values increases and decreases at each upper floor levels. The minimum deflection values of all these loads are equal to zero and maximum values of some wind loads differ with little values from earthquake load. Structural engineers are facing the challenge of striving for the most efficient and economical design solution while ensuring that the final design of a building must be serviceable (deflection), flexure for its intended function. When a structure is subjected to earthquake, it responds by vibrating. An earthquake force can be resolved into three mutually perpendicular directions- the two horizontal directions (x and y) and the vertical direction (z)It is very essential to consider the effects of lateral loads induced from wind and earthquake in the analysis for high rise building.