Comparison of Different Types of Structural Systems in Tall Building Under Lateral Load

This study is aims to investigate the performance of multi-storey high rise concrete structures by linear static methods. The code suggests a different approach of analysis for asymmetric structures. The main objective of the study is to carry out the lateral load analysis to obtain performance levels of buildings. According to the load nature and structure behaviour method of liner static method be selected from storey drift, displacement, and Base shear. The study focuses on concrete structures located in seismic Zone IV, which is characterized by rocky soil conditions, according to the earthquake load specifications outlined in IS 1893 Part 1:2016. For the linear analysis G+25, G+30 and G+35 storey configuration are employed. The E-tabs software is utilized to conduct the analysis. The study compares various structural maximum response parameters to assess the performance of the structures. These parameters include displacement in the X- and Y-directions, storey drift, and base shear. In research, total 12 models with in addition to regular moment resisting frame model, moment resisting frame with shear wall, tube in tube model, and tube in tube with shear wall are considered for evaluation. Furthermore, the paper aims to compare the results obtained from the linear static methods for all the assessed parameters.