International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 07 | July 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 511 Dynamic Wind Analysis of High-Rise Building Kale Shivani Rajendra 1 , Dr. Y. M. Ghugal 2 1 PG Student, Government college of Engineering, Karad, Maharashtra, 415124, India 2 Professor, Government college of Engineering, karad, Maharashtra, 415124, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Due to extensive urbanization, high-rise construction is a new trend in Indian metropolitan areas. High-rise buildings have distinct design requirements than low- and mid-rise structures. Typically, the wind is the critical load that must be taken into account in tall buildings for the structure's safety and serviceability. Due to along-wind and across-wind, any tall building may shake and oscillate in both directions. Even though the structural damage is not imminent, these oscillations could nonetheless be uncomfortable for the occupants. As a result, serviceability requires a precise measurement of building motion. Both the national building code and other Indian standard codes fall short in addressing the various problems associated with towering buildings. BIS just published the Code IS 16700: 2017 “Criteria for Structural Safety of Tall Concrete Buildings”. This Work deals with the detailed wind analysis of 180m tall building as per IS 16700: 2017. Key Words: High-Rise, wind, along, across, oscillations etc. 1. INTRODUCTION The wind-induced response of a tall building depends on a variety of factors. These include the building's geometrical and dynamical characteristics as well as the approach flow's turbulence characteristics. There are a few analytical methods available for calculating the wind-induced response of tall buildings in both along and across wind directions. Aerodynamic forces, such as the drag force and lift force, act on structures under the influence of wind flow. There is a drag force acting parallel to the mean wind and a lift force acting perpendicular to that force. Fig.1. Structural plan Fig.2. Analysis model 2. METHODOLOGY Methodology that will be adopted is as follows, 1. Carry out literature review to understand the tall building design philosophy. 2. Analytical Estimation of the Dynamic Wind Response as per IS 875: 2015 (part 3)