Comparative Study of Tube-In-Tube and Bundled Tube System in High Rise Buildings

Authors

  • Harshith Kumar K PG student in Civil Engineering, Dr. Ambedkar Institute of Technology, Bengaluru, India. Author
  • Dr. S. Kavitha Faculty in Civil Engineering, Dr. Ambedkar Institute of Technology, Bengaluru, India. Author

DOI:

https://doi.org/10.47392/IRJAEH.2024.0344

Keywords:

Mode Shapes, Storey Shear, Storey Drift, Storey Displacement, Bundled Tube, Tube in Tube

Abstract

This study evaluates the seismic performance of Tube-in-Tube and Bundled Tube structural systems for high-rise buildings, following IS 1893 standards. Key parameters, including storey displacement, drift, and shear, were assessed in Seismic Zones 3 and 5. In Seismic Zone 5, the Bundled Tube system reduces storey displacement by about 33% compared to the Tube-in-Tube system. Similarly, in Seismic Zone 3, displacements are lowered by 21-24%. The Tube-in-Tube system exhibits higher storey drift, particularly in Seismic Zone 5, where the Bundled Tube system offers a remarkable 85% reduction. In Seismic Zone 3, this reduction ranges from 45-50%. In terms of storey shear, the Bundled Tube system consistently outperforms the Tube-in-Tube system, reducing shear forces by 24-30% across both seismic zones. Overall, the Bundled Tube system proves to be more effective under seismic conditions, minimizing displacements, drifts, and shear forces, making it the superior choice for high-rise structures in earthquake-prone regions. This improvement in performance contributes to safer structural designs in compliance with IS 1893 standards.

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Published

2024-10-23

How to Cite

Comparative Study of Tube-In-Tube and Bundled Tube System in High Rise Buildings. (2024). International Research Journal on Advanced Engineering Hub (IRJAEH), 2(10), 2510-2515. https://doi.org/10.47392/IRJAEH.2024.0344

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