Published Paper Details:

The structures which are designed and construct as per earlier code provision do not have satisfied requirements for wind velocity effects .Thus many of the structures in seismic areas are suffering from hazards. Therefore the new code provisions are made for such cases. The purpose of this work is to compare the analysis of wind velocity for different terrain categories. The aim and grit is also to make proper work guidelines that can be used in practice within the early state of the design of high rise buildings as well as to find the wind induced acceleration in the top floor of skyscrapers. The wind effect analysis is carried out for seismic zone-II and III i.e., Bangalore and Chennai. The program used for modeling and analysis is ETABS V 15. The structural parameters such as column axial force, displacement changes and story shears are studied. This paper concludes that the column axial forces of structural elements depend on the terrain categories. In this project work, there has been gathered information and method has been shown to evaluate the effects of wind velocity at early state design.