Comparative Study of Tube in Tube System and Bundled Tube System for High Rise Building

Vidhyashree N; Satish G N

doi:10.15680/IJIRSET.2022.1110014

Vidhyashree N P.G. Student (Structural Engineering), Department of Civil Engineering, Bapuji Institute of Engineering and Technology, Davangere, Karnataka, India
Satish G N Assistant Professor, Department of Civil Engineering, Bapuji Institute of Engineering and Technology, Davangere, Karnataka, India

DOI: https://doi.org/10.15680/IJIRSET.2022.1110014

Abstract

In India, reinforced concrete frames are the most popular kind of construction. High-rise buildings have grown extremely popular in India as a result of the country rapid urbanization, which has led to an increase in land prices and the need for agricultural land. High-rise buildings must support loads other than only gravity, Lateral forces as well, since many significant Indian cities are located in seismically active areas, buildings must be strengthened. It is crucial for lateral forces. The purpose of this study is to examine the efficient, cost-effective, and safe structure between the Bundled tube system and the Tube in Tube system, The Tube in Tube and Bundled Tube ETABS versions, For analysis, the G+30 stories. These multiple-story structures can be converted into tall buildings that use less space but have more floor space land area. Tubular buildings have become more prevalent in recent years, becoming a typical component of towering buildings. structural tubes are especially appropriate for all tall constructions. In the planning of in towering buildings, lateral loads are a major factor. Wind and earthquake loads are examples of loads. seismological analysis is utilizing the equivalent static approach. The simulation Etabs software is used for analysis. Bare frame, Tube in Tube and Bundle tube Structure is Modelled structures are used. Compared and interpreted for three different models.