Skip to main content

Wind Response Evaluation of Limb-Shifted U-Shaped Building Using CFD

  • Conference paper
  • First Online:
Proceedings of the Seventh International Conference on Mathematics and Computing

Abstract

The present study implemented the computational fluid dynamics (CFD) module of Ansys CFX to understand the differences in wind effect on U-shaped building with different limb positions at 0°, 30°, 60° and 90° wind angle. The remarkable variation in flow pattern, pressure and force coefficient has been observed due to change in limb position by 25, 50 and 75 mm from both ends. The mean pressure and horizontal pressure profile of the building faces have been presented for each case to represent the pressure variation. The drag force has been decreased in most of the cases, but the lift force increases with the repositioning of the limbs to the centre. Maximum drag force has been observed at a typical U shape for 0° angle, and the maximum lift force is noticed at 60° angle due to 25 mm limb shifting. Remarkable wind pressure differences have been noticed on the building faces due to the shifting as well as the change in wind angle. To get accurate results from the simulation, the mesh sensitivity study has been carried out. A validation study is also done to indicate the precision of the extracted data. This research reveals the variation in wind behaviour due to repositioning and also points out the critical factors for the structural design.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 189.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 249.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Deng GB, Piquet J, Queutey P, Visonneau M (1991) Three-dimensional full Navier-Stokes solvers for incompressible flows past arbitrary geometries. Int J Numer Methods Eng 31:1427–1451. https://doi.org/10.1002/nme.1620310713

    Article  MATH  Google Scholar 

  2. Jain BSK, Mandal UK (1992) Dynamics of buildings with v-shaped plan. J Eng Mech 118:1093–1112. https://doi.org/10.1061/(ASCE)0733-9399(1992)118:6(1093)

    Article  Google Scholar 

  3. Stathopoulos T, Zhou YS (1993) Numerical simulation of wind-induced pressures on buildings of various geometries. J Wind Eng Ind Aerodyn 46–47:419–430. https://doi.org/10.1016/0167-6105(93)90308-B

  4. Swaddiwudhipong S, Khan M (2002) Dynamic Response of Wind-Excited Building Using Cfd. J Sound Vib 253:735–754. https://doi.org/10.1006/jsvi.2000.3508

    Article  Google Scholar 

  5. Gu M, Quan Y (2004) Across-wind loads of typical tall buildings. J Wind Eng Ind Aerodyn 92:1147–1165. https://doi.org/10.1016/j.jweia.2004.06.004

    Article  Google Scholar 

  6. Gomes MG, Moret Rodrigues A, Mendes P (2005) Experimental and numerical study of wind pressures on irregular-plan shapes. J Wind Eng Ind Aerodyn 93:741–756. https://doi.org/10.1016/j.jweia.2005.08.008

    Article  Google Scholar 

  7. Lam KMÃ, Leung MYH, Zhao JG (2008) Interference effects on wind loading of a row of closely spaced tall buildings. J Wind Eng Ind Aerodyn 96:562–583. https://doi.org/10.1016/j.jweia.2008.01.010

  8. Amin JA, Ahuja AK (2008) Experimental study of wind pressures on irregular-plan shape buildings. In: BBAA VI international colloquium on: bluff bodies aerodynamics and applications, Milano, Italy, pp 1–9

    Google Scholar 

  9. Lam KM, Wong SY, To AP (2009) Dynamic wind loading of H-shaped tall buildings. In: 7th Asia-Pacific conference on wind engineering APCWE-VII, Taipei, Taiwan (2009)

    Google Scholar 

  10. P, KT, Ahuja AK, Chakrabarti A (2013) An experimental investigation of wind pressure developed in tall buildings for different plan shape. Int J Innov Res Stud 2:605–614

    Google Scholar 

  11. Mukherjee S, Chakraborty S, Dalui SK, Ahuja AK (2014) Wind induced pressure on ‘Y’ plan shape tall building. Wind Struct An Int J 19:523–540. http://dx.doi.org/https://doi.org/10.12989/was.2014.19.5.523

  12. Li Y, Li QS (2016) Across-wind dynamic loads on L-shaped tall buildings. Wind Struct An Int J 23:385–403. https://doi.org/10.12989/was.2016.23.5.385

  13. Cheng L, Lam KM, Wong SY (2015) POD analysis of crosswind forces on a tall building with square and H-shaped cross sections. Wind Struct An Int J 21:63–84. http://dx.doi.org/https://doi.org/10.12989/was.2015.21.1.063

  14. Elshaer A, Bitsuamlak G, Damatty AE (2016) Aerodynamic shape optimization of tall buildings using twisting and corner modifications. In: 8th international colloquium on bluff body aerodynamics and applications, MA, USA

    Google Scholar 

  15. Paul R, Dalui SK (2016) Wind effects on ‘Z’ plan-shaped tall building: a case study. Int J Adv Struct Eng 8:319–335. https://doi.org/10.1007/s40091-016-0134-9

    Article  Google Scholar 

  16. Zheng C, Xie Y, Khan M, Wu Y, Liu J (2018) Wind-induced responses of tall buildings under combined aerodynamic control. Eng Struct 175:86–100. https://doi.org/10.1016/j.engstruct.2018.08.031

  17. Sanyal P, Dalui SK (2020) Comparison of aerodynamic coefficients of various types of Y-plan-shaped tall buildings. Asian J Civ Eng 21:1109–1127. https://doi.org/10.1007/-s42107-020-00265-9

    Article  Google Scholar 

  18. Bhattacharyya B, Dalui SK (2020) Experimental and numerical study of wind-pressure distribution on irregular-plan-shaped building. J Struct Eng (US) 146:1–14. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002686

    Article  Google Scholar 

  19. Löhner R, Haug E, Michalski A, Muhammad B, Drego A, Nanjundaiah R, Zarfam R (2015) Recent advances in computational wind engineering and fluid-structure interaction. Jnl Wind Eng Ind Aerodyn 144:14–23. https://doi.org/10.1016/j.jweia.2015.04.014

    Article  Google Scholar 

  20. Revuz J, Hargreaves DM, Owen JS (2012) On the domain size for the steady-state CFD modelling of a tall building. Wind Struct An Int J 15, 313–329. https://doi.org/10.12989/was.2012.15.4.313

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2022 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Mandal, S., Dalui, S.K., Bhattacharjya, S. (2022). Wind Response Evaluation of Limb-Shifted U-Shaped Building Using CFD . In: Giri, D., Raymond Choo, KK., Ponnusamy, S., Meng, W., Akleylek, S., Prasad Maity, S. (eds) Proceedings of the Seventh International Conference on Mathematics and Computing . Advances in Intelligent Systems and Computing, vol 1412. Springer, Singapore. https://doi.org/10.1007/978-981-16-6890-6_82

Download citation

Publish with us

Policies and ethics