Wind Analysis over Multistorey Building Having Flat Slab-Shear Wall Interaction: A Review

Mariyam, Sagar Jamle

Building cases, Equivalent Frame Method, Flat slab, Shear wall, Wind load.

In high rise multistorey building there is a big problem to resist the lateral forces which are acting over it such as wind forces so it is important to make the structure more stiff. To counteract various lateral forces on a structure in which beam is not used, it is very difficult to make it stable. Furthermore, when the flat slab used in the structure, lateral effects are very high and the result parameters are very worst. In this paper, the approaches for finding the objectives which the researchers have already defined in their research, but no one have first designed the structure manually and then analyze the worst wind effects by software approach. Equivalent frame method is selected for the further analysis and data collection for software approach.

10.22161/ijaers.6.5.45