Wind Load Analysis of Tall Building – Review

Authors

  • Kaushal Kaustubh Sathe Student, Department of Civil Engineering, MIT ADT University, Pune, India
  • Aniket D. Patil Senior Grade-Assistant Professor, Department of Civil Engineering, MIT ADT University, Pune, India
  • Vikramsingh S. Jadhav Assistant Professor, Department of Civil Engineering, Gharda Institute of Technology, Lavel, India

Keywords:

computational fluid dynamic test, high frequency base balance, larger story drift, STAAD PRO, ETABS, wind tunnel test

Abstract

This review paper provides comprehensive analysis of methodologies, advancements, challenges and best practices which can be used in wind analysis for tall building. Wind load presents the most critical lateral loading for modern tall buildings and such buildings need to be analyzed for such type of varying loads to resist well to them. The stiffness and stability requirement becomes more important as height of structure increases which results in larger displacement and story drift. To analyse it different methods such as Wind Tunnel Test, Computational Fluid Dynamic Test, and High Frequency Base Balance are adopted and some software tools like STAAD PRO and ETABS used to analyse and design buildings for changing loads. These methods are widely used in analysis and show better result with greater efficiency. This review paper mainly focuses on studying methods used for analysis making structure efficient to withstand against wind-induced loads assessing occupant safety and pedestrian comfort around the building.

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Published

01-07-2024

Issue

Section

Articles

How to Cite

[1]
K. K. Sathe, A. D. Patil, and V. S. Jadhav, “Wind Load Analysis of Tall Building – Review”, IJRESM, vol. 7, no. 6, pp. 221–225, Jul. 2024, Accessed: Dec. 03, 2024. [Online]. Available: https://journal.ijresm.com/index.php/ijresm/article/view/3110