Analysis Of Frame Structure Subjected To Lateral Load By Using Lateral Load Resisting Elements

Abstract

When it comes to controlling excessive drift, efficiency, and rigidity when exposed to lateral loads, multi-story constructions are among the most popular choices for the outrigger system. Both structural and non-structural forms may have their damage reduced in the event of an earthquake or wind stress. The purpose of this article is to examine the importance of creating a three-dimensional model of a 32-story building in order to conduct analyses and designs using the ETABS program. The model will be used to analyze the building's frame structure and determine the elements that will resist lateral loads. The purpose of this experiment is to determine the impact of an outrigger system at one, two, three, and four storeys in height. This model study makes use of the Wind Static Method, the Linear Dynamic Method (Response Spectrum Method), and the Linear Static Method (Equivalent Static Method). Determine the lateral displacement, base shear, and tale drift for various kinds of models with and without an outrigger system using the efficiency and stiffness parameters. Therefore, in this scenario, it is necessary to reduce displacement and drift in comparison to the model without the outrigger system.