This article was primarily conceptualized to understand behavior of tall structures to wind, in our case it is a tall chimney, 150 meter
in height which makes it susceptible to wind forces, along with wind, the research paper also calculates earthquake forces on the
chimney.
Wind is essentially the large-scale movement of free air due to thermal currents. It plays an important role in design of tall structures
because it exerts static and dynamic loads whose effects on a slender structure, such as a chimney are significant. The wind load
exerted at any point on a chimney can be considered as the sum of quasi-static and a dynamic load component.
In case of calculating the forces Simplified method as per as per IS code 875 is used, in order to study the structure completely with
random and small variations Random Response method is applied. Random response method also provides us detailed analysis
which is much effective than Simplified Method for result evaluations.
