A Study on the Variations in Lateral Loading Imapcats Between Medium and High-rise Buildings Under Diverse Enviromental Conditions

Abstract

-This thesis investigates the lateral loading effects on medium and high-rise buildings and compares their responses under different loading conditions. The study aims to provide insights into the behavior of these structures and aid in designing safer and more efficient buildings. The research methodology comprises analytical and numerical simulations of both medium and high-rise buildings subjected to various lateral loads. The analytical approach involves the use of hand calculations and mathematical models to determine the response of the building under different loading scenarios. The numerical simulations utilize computer software to model the structural behavior of the buildings and predict their response to lateral loads. The study focuses on four main lateral load types: wind loads, seismic loads. The loading conditions are applied to the buildings individually, and their responses are compared in terms of their lateral displacement, drift, and acceleration. The results show that both medium and high-rise buildings are susceptible to lateral loads, and their response depends on various factors such as building height, stiffness, and load duration. The lateral displacement of the high-rise building is more significant than the medium-rise building under all types of loading conditions. The results also show that the acceleration of the high-rise building is more significant under seismic loads than wind load. The study provides valuable insights into the behavior of medium and high-rise buildings under different lateral loading conditions. The findings of the study can be used to improve the design of these structures and enhance their resilience to lateral loads. The study recommends that designers should pay close attention to the building's lateral load resisting system and consider the impact of structural irregularities to ensure the building's safety and stability.