Comparative Analysis of Seismic and Wind Load on Soft Storey Building with Equivalent Inclined Column

Providing equivalent inclined column at soft floor will reduces moment, shear force, displacement, storey displacement and drift. The analyses of high rise building with different floor conditions studied under the effect of seismic and wind load condition. So, it is concluded that Equivalent inclined column not only strengthen structure but also provide better stiffness which also justify the purpose of the work. Purpose of preparing this report is to find the soft storey location (level) in a high rise building, so has to have minimum effect of external forces on the structural stability. This study will provide the results against various locations of soft floor with or without placing inclined columns in the building frame. Results are based on the behaviour of building against the lateral forces (Earth quake and wind Forces) as analysed by software Staad pro.