Technical Papers
Oct 25, 2020

Influence of Architectural Facades on Wind Pressures and Aerodynamic Forces of Tall Buildings

Publication: Journal of Structural Engineering
Volume 147, Issue 1

Abstract

Architectural facades including balconies, mullions, shading boards, and ribs are widely used outside of tall buildings for the purpose of aesthetics and function. And these facades will affect the wind loads of tall buildings, such as the local wind pressure and aerodynamic force. Thus, to study the influence of architectural facades on wind loads of tall buildings is an important task in wind resistant design. However, most studies focus on the effect of the architectural facade on the local wind pressure using wind tunnel experiments. In the present paper, multiple point synchronous pressure measurements and high-frequency force balance (HFFB) experiments for tall buildings with various architectural facades are conducted to study the influence of different horizontal facades and vertical facades on the local wind pressures and the aerodynamic forces. The results show that the facade may have a significant influence on the local wind pressure and aerodynamic force, and the facade itself may suffer from the larger force.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The support by the National Natural Science Foundation of China (Grant Nos. 51778546 and 51978107) and 111 Project (Grant No. B18062) is greatly acknowledged.

References

Aboshosha, H., A. Elshaer, G. T. Bitsuamlak, and A. E. Damatty. 2015. “Consistent inflow turbulence generator for les evaluation of wind-induced responses for tall buildings.” J. Wind Eng. Ind. Aerodyn. 142: 198–216.
Baba-Ahmadi, M. H., and G. Tabor. 2009. “Inlet conditions for LES using mapping and feedback control.” Comput. Fluids 38 (6): 1299–1311. https://doi.org/10.1016/j.compfluid.2009.02.001.
Chinese Standard. 2012. Load code for design of building structures. GB 50009-2012. Beijing: China Architecture & Building Press.
Germano, M., U. Piomelli, P. Moin, and W. H. Cabot. 1991. “A dynamic sub grid-scale eddy viscosity model.” Phys. Fluids 3 (7): 1760–1765. https://doi.org/10.1063/1.857955.
Huang, G. 2008. “Probabilistic analysis of load effects on tall buildings under stationary and nonstationary extreme winds.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Texas Tech Univ.
Huang, G., and X. Chen. 2007. “Wind load effects and equivalent static wind loads of tall buildings based on synchronous pressure measurements.” Eng. Struct. 29 (10): 2641–2653. https://doi.org/10.1016/j.engstruct.2007.01.011.
Irwin, P. A. 2009. “Wind engineering challenges of the new generation of super-tall buildings.” J. Wind Eng. Ind. Aerodyn. 97 (7–8): 328–334. https://doi.org/10.1016/j.jweia.2009.05.001.
Maruta, E., M. Kanda, and J. Sato. 1998. “Effects on surface roughness for wind pressure on glass and cladding of buildings.” J. Wind Eng. Ind. Aerodyn. 74: 651–663. https://doi.org/10.1016/S0167-6105(98)00059-2.
Mooneghi, M. A., and R. Kargarmoakhar. 2016. “Aerodynamic mitigation and shape optimization of buildings: Review.” J. Build. Eng. 6 (Jun): 225–235. https://doi.org/10.1016/j.jobe.2016.01.009.
Okuda, Y., and Y. Taniike. 1993. “Conical vortices over side face of a three-dimensional square prism.” J. Wind Eng. Ind. Aerodyn. 50: 163–172.
Quan, Y., F. Hou, and M. Gu. 2017. “Effects of vertical ribs protruding from facades on the wind loads of super high-rise buildings.” Wind Struct. Int. J. 24 (2): 145–169. https://doi.org/10.12989/was.2017.24.2.145.
Smagorinsky, J. 1963. “General circulation experiments with the primitive equations. I: The basic experiment.” Mon. Weather Rev. 91 (3): 99–164. https://doi.org/10.1175/1520-0493(1963)091%3C0099:GCEWTP%3E2.3.CO;2.
Stathopoulos, T., and X. Zhu. 1988. “Wind pressures on building with appurtenances.” J. Wind Eng. Ind. Aerodyn. 31 (2–3): 265–281. https://doi.org/10.1016/0167-6105(88)90008-6.
Stathopoulos, T., and X. Zhu. 1990. “Wind pressures on buildings with mullions.” J. Struct. Eng. 36 (1): 2272–2291. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:8(2272).
Yuan, K., Y. Hui, and Z. Chen. 2018. “Effects of facade appurtenances on the local pressure of high-rise building.” J. Wind Eng. Ind. Aerodyn. 178 (Jul): 26–37. https://doi.org/10.1016/j.jweia.2018.05.004.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 147Issue 1January 2021

History

Received: Apr 24, 2019
Accepted: Jul 24, 2020
Published online: Oct 25, 2020
Published in print: Jan 1, 2021
Discussion open until: Mar 25, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Student, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China. Email: [email protected]
Guoqing Huang, A.M.ASCE [email protected]
Professor, School of Civil Engineering, Chongqing Univ., Chongqing 40044, China; Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China (corresponding author). Email: [email protected]
Qingshan Yang [email protected]
Professor, School of Civil Engineering, Chongqing Univ., Chongqing 40044, China. Email: [email protected]
Xuhong Zhou [email protected]
Professor, School of Civil Engineering, Chongqing Univ., Chongqing 40044, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share