• Divya S. Gupta
• P. S. Pajgade

High rise construction has become a necessity for the urban development. As the demand for multi-story structures has increased tremendously as a solution for the growing population and increased demand for the requirement of dwelling for the increased population. As the height of the structure increases the forces acting on the structure also increases along with the height of the building increases like wind and earthquake forces. Wind load is one of the important design loads for civil engineering; it controls the structural design of the high-rise structures. Therefore knowledge of the dynamic characteristics of a high - rise structure under wind loading becomes a requirement in engineering design and in academic study. In high risk seismic zone the seismic performance of structures are considered as the primary importance on the other hand which influence seismic performance , may be the effect of impact forces resulting from earth movement greater than the forces caused by wind loads and consequently, Seismic loading determines form and final design of the structure. Earthquakes and cyclones are unexpected events which cannot be predicted earlier. The only way to survive through this disaster is by taking careful considerations while planning and designing buildings in urban areas. A structure because of its height is affected by lateral forces due to wind or earthquake actions to an extent that they play an important role in the structural design. A high rise building has to resist to overturning moment and lateral deflection caused by lateral forces like earthquake and wind forces. The aim of this project is to presents a study results of building modeling by using latest IS codes of earthquake and wind forces (IS 1893 part 1 2016 and IS 875 part 3 2015 respectively) on a RC buildings. It is very essential to consider the effects of lateral loads in the design of reinforced concrete structures. It determines the critical design loading for a multistory buildings subjected to different basic wind speeds (39, 44, 47, 50, 55 m/s ) and earthquake zones (II,III,IV,V).

Response spectrum method, ETABS 19, STAAD.Pro CONNECT Edition

"Analysis And Design of RC Buildings Using Latest IS Codes for Earthquake and Wind - A Review", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 3, page no.a652-a656, March-2022, Available :http://www.jetir.org/papers/JETIR2203080.pdf

"Analysis And Design of RC Buildings Using Latest IS Codes for Earthquake and Wind - A Review", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 3, page no. ppa652-a656, March-2022, Available at : http://www.jetir.org/papers/JETIR2203080.pdf