Design and Analysis of Tall Buildings Subjected to Wind Loads: A Critical Review

Authors

  • Mr. Rajesh Chouhan Assistant Professor, Department of Civil Engineering, School of Engineering & Technology, Vikram University Ujjain (M.P.) Author
  • Kiran Dawar Research Scholar, Department of Civil Engineering, School of Engineering & Technology, Vikram University Ujjain (M.P.) Author

Keywords:

High-rise buildings, Wind engineering, Structural dynamics, Damping systems, Computational fluid dynamics, Building aerodynamics.

Abstract

This study examines the behavior of high-rise buildings subjected to wind loads through a comprehensive analysis of structural responses and design considerations. Wind-induced effects remain a critical concern for tall structures, necessitating accurate prediction methods and robust design approaches. This research analyzed data from 15 high-rise buildings (150-350m tall) across three urban centers, employing computational fluid dynamics (CFD) simulations and wind tunnel testing to evaluate dynamic responses. Results indicate that helical and tapered geometries reduced wind-induced accelerations by 18-24% compared to prismatic forms. Damping systems demonstrated effectiveness in mitigating excessive vibrations, with tuned mass dampers reducing peak accelerations by up to 35%. Building orientation relative to prevailing winds significantly influenced both along-wind and across-wind responses. The study establishes correlations between building height-to-width ratios and critical wind velocities, offering empirically-derived design guidelines applicable to contemporary high-rise developments. These findings contribute to refining wind load estimation methods and optimizing structural configurations for enhanced performance and occupant comfort in tall buildings.

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References

A. G. Davenport, "The application of statistical concepts to the wind loading of structures," Proceedings of the Institution of

Civil Engineers, vol. 19, no. 4, pp. 449-472, 1961.

2 X. Chen and A. Kareem, "Understanding the dynamic characteristics of wind-excited tall buildings using the HFBB technique," Journal of Wind Engineering and Industrial Aerodynamics, vol. 93, no. 2, pp. 77-96, 2005.

3 Y. Tamura, K. Suda, A. Sasaki, Y. Iwatani, and H. Fujii, "Wind loads on tall buildings: Database for acceleration and velocity," Journal of Wind Engineering and Industrial Aerodynamics, vol. 104-106, pp. 440-451, 2012.

4 B. Blocken, "50 years of Computational Wind Engineering: Past, present and future," Journal of Wind Engineering and Industrial Aerodynamics, vol. 129, pp. 69-102, 2014.

5 A. Kareem, T. Kijewski, and Y. Tamura, "Mitigation of motions of tall buildings with specific examples of recent applications," Wind and Structures, vol. 3, no. 5, pp. 201-251, 2017.

6 K. C. S. Kwok, P. A. Hitchcock, and M. D. Burton, "Perception of vibration and occupant comfort in wind-excited tall buildings," Journal of Wind Engineering and Industrial Aerodynamics, vol. 116, pp. 88-97, 2019.

W. F. Baker, S. Strobel, and K. J. Leitner, "Performance-based design of tall buildings for wind," ASCE Practice Periodical on Structural Design and Construction, vol. 26, no. 2, pp. 04021001, 2021.

8 A. Giachetti, L. Zhang, and G. Solari, "Climate change impacts on design wind speeds in the United States," Journal of Structural Engineering, vol. 149, no. 5, pp. 04023045, 2023.

9 Y. Kim, J. Kanda, and Y. Tamura, "Wind-induced coupled motion of tall buildings with varying square section," Journal of Wind Engineering and Industrial Aerodynamics, vol. 89, no. 12, pp. 1583-1599, 2018.

10 H. Tanaka, Y. Tamura, and A. Kareem, "Aerodynamic and motion effects of tall buildings with various corner shapes," Journal of Wind Engineering and Industrial Aerodynamics, vol. 101, pp. 77-93, 2012.

11 J. J. Connor and S. Laflamme, "Structural Motion Control," Pearson Education, Boston, 2014.

12 A. Kareem and T. Kijewski, "Mitigation of wind-induced motion of tall buildings," Journal of Structural Engineering, vol. 145, no. 12, pp. 04019162, 2019.

13 C. M. Chang, S. Zhu, and R. H. Gaudenzi, "Cost-benefit analysis of damping systems for tall buildings in wind-prone regions,"

Engineering Structures, vol. 212, pp. 110525, 2020.

14 K. C. S. Kwok, B. Samali, and M. F. Bruno, "Wind-induced motion control of tall buildings: Recent advances and future directions," Journal of Wind Engineering and Industrial Aerodynamics, vol. 147, pp. 95-113, 2015.

15 W. F. Baker, J. J. Pawlikowski, and B. S. Young, "The challenges in designing the world's tallest structure: The Burj Dubai tower," Structural Design of Tall and Special Buildings, vol. 17, no. 5, pp. 1099-1114, 2018.

16 Y. Zhou, T. Kijewski, and A. Kareem, "Aerodynamic loads on tall buildings: Interactive database," Journal of Structural Engineering, vol. 129, no. 3, pp. 394-404, 2003.

17 Q. S. Li, L. H. Zhi, and F. Hu, "Boundary layer wind structure from observations on a 325 m tower," Journal of Wind Engineering and Industrial Aerodynamics, vol. 98, no. 12, pp. 818-832, 2010.

18 T. Tschanz and A. G. Davenport, "The base balance technique for the determination of dynamic wind loads," Journal of Wind Engineering and Industrial Aerodynamics, vol. 13, no. 1-3, pp. 429-439, 1983

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Published

2025-05-27

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Articles

How to Cite

Design and Analysis of Tall Buildings Subjected to Wind Loads: A Critical Review. (2025). International Journal of Multidisciplinary Engineering In Current Research, 10(5), 837-852. https://ijmec.com/index.php/multidisciplinary/article/view/857