Published Paper Details:

Shear As a result of modern civilization, constructions of multistoried building of elevated height are increasing day by day. These structures are made safe prior to earthquake and wind load. For the durable constructions, the study of impacts of earthquake loads and wind loads on these structures with respect to different elevated heights is compulsory. It is exceptionally rudimentary to consider the impacts of horizontal loads initiated from wind and earthquakes in the analysis of strengthened RCC structures. In this study, three different types of asymmetrical buildings are used in seismic zone V of G+20 floors are selected for analysis and layouts of these structures are drawn in AutoCAD. These structures are modeled in STAAD PRO. All the floor finish (FF) and live loads (LL) were considered as per design and code. After successful modeling, the structures were analyzed for both earthquake and wind load on STAAD PRO as per the codal information. The purpose of this research is to conduct a thorough comparative examination of an asymmetrical multistory structure subjected to wind and seismic stresses in seismic zone V. The structural reaction and performance of the structure are evaluated using the STAAD.Pro programme. The basic goals of this study are to investigate structural factors such as storey drift, time period, base shear, and average displacements. The analysis is carried out the help of Staad Pro V8i Structural Software. The building model in the study has twenty storeys with constant storey height of 3.3m. Models are used to analyze with different bay lengths and the number of Bays and the bay-width along two horizontal directions are considered un equivalent to make building asymmetrical values of SEISMIC ZONE FACTOR (z) in ZONE V is taken and the corresponding effects are interpreted in the results. The technique entails a thorough examination of the building's structural characteristics in accordance with applicable codal rules such as IS 456-2000, IS 1893-2016, and IS 875 parts 1 to 5. The structure's asymmetrical character, as well as its special geometrical and material qualities, are modelled in the STAAD.Pro programme. The wind forces are simulated using the relevant wind load provisions, and the seismic forces are estimated using the seismic zone V design response spectrum.