Data Papers
Feb 16, 2024

Wind-Tunnel Testing of Low- and Midrise Buildings under Heterogeneous Upwind Terrains

Publication: Journal of Structural Engineering
Volume 150, Issue 5

Abstract

An extensive series of wind-tunnel experiments were conducted in the Boundary Layer Wind Tunnel (BLWT) Experimental Facility (EF) at the University of Florida (UF) to investigate the effect of heterogenous terrain on wind flow and pressure distributions on building surfaces. Many studies have already been performed on the effect of upwind terrain on wind characteristics and wind loads on buildings. Previous tests in wind tunnels were mainly designed for uniform upwind terrain or simple two-dimensional roughness changes (e.g., smooth-to-rough change or vice versa). Using the wind-tunnel facility at the UF, we were able to perform an extensive series of tests on heterogeneous upwind terrains. The first part of the testing was focused on wind characteristics by measuring the three components of wind velocity when wind flow passed over different complex upwind terrains. The second part of the testing was intended to obtain the aerodynamic loads of wind over complex terrains on low-rise and midrise building models. The data and metadata are publicly available on the DesignSafe-CI repository under the DOI of 10.17603/Ds2-6hg9-R131. Researchers and practicing engineers can use the collected data to understand the effect of heterogeneous upwind terrain better.

Get full access to this article

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

Data Availability Statement

The data and metadata are publicly available on the DesignSafe-CI repository under the DOI of 10.17603/Ds2-6hg9-R131.

Acknowledgments

This material is based upon work supported by the National Science Foundation under Grant No. CMMI-1856205. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the National Science Foundation.

References

Alinejad, N., S. Jung, G. Kakareko, and P. L. Fernández-Cábán. 2023. “Wind-tunnel reproduction of nonuniform terrains using local roughness zones.” Bound.-Layer Meteorol. 188 (3): 463–484. https://doi.org/10.1007/s10546-023-00822-0.
An, L.-S., N. Alinejad, S. Kim, and S. Jung. 2023. “Experimental study on wind characteristics and prediction of mean wind profile over complex heterogeneous terrain.” Build. Environ. 243 (Sep): 110719. https://doi.org/10.1016/j.buildenv.2023.110719.
Balderrama, J. A., F. J. Masters, and K. R. Gurley. 2012. “Peak factor estimation in hurricane surface winds.” J. Wind Eng. Ind. Aerodyn. 102 (Mar): 1–13. https://doi.org/10.1016/j.jweia.2011.12.003.
Catarelli, R. A., P. L. Fernández-Cabán, F. J. Masters, J. A. Bridge, K. R. Gurley, and C. J. Matyas. 2020. “Automated terrain generation for precise atmospheric boundary layer simulation in the wind tunnel.” J. Wind Eng. Ind. Aerodyn. 207 (Dec): 104276. https://doi.org/10.1016/j.jweia.2020.104276.
Chen, B., L. Shang, M. Qin, X. Chen, and Q. Yang. 2018. “Wind interference effects of high-rise building on low-rise building with flat roof.” J. Wind Eng. Ind. Aerodyn. 183 (Mar): 88–113. https://doi.org/10.1016/j.jweia.2018.10.019.
Cheung, J. C. K., J. D. Holmes, W. H. Melbourne, N. Lakshmanan, and P. Bowditch. 1997. “Pressures on a scale model of the Texas Tech Building.” J. Wind Eng. Ind. Aerodyn. 69 (Jul): 529–538. https://doi.org/10.1016/S0167-6105(97)00183-9.
Cook, N. J. 1997. “The Deaves and Harris ABL model applied to heterogeneous terrain.” J. Wind Eng. Ind. Aerodyn. 66 (3): 197–214. https://doi.org/10.1016/S0167-6105(97)00034-2.
Davenport, A. G. 1960. Wind loads on structures. Ottawa: National Research Council Canada, Division of Building Research.
Deaves, D. M. 1980. “Computations of wind flow over two-dimensional hills and embankments.” J. Wind Eng. Ind. Aerodyn. 6 (1–2): 89–111. https://doi.org/10.1016/0167-6105(80)90024-0.
Deaves, D. M. 1981. “Computations of wind flow over changes in surface roughness.” J. Wind Eng. Ind. Aerodyn. 7 (1): 65–94. https://doi.org/10.1016/0167-6105(81)90068-4.
ESDU (Engineering Sciences Data Unit). 1974. Characteristics of atmospheric turbulence near the ground. Part I: Definitions and general information. ESDU Item No. 7. London: ESDU.
Fernández-Cabán, P. L., and F. J. Masters. 2017. “Near surface wind longitudinal velocity positively skews with increasing aerodynamic roughness length.” J. Wind Eng. Ind. Aerodyn. 169 (Oct): 94–105. https://doi.org/10.1016/j.jweia.2017.06.007.
Fernández-Cabán, P. L., and F. J. Masters. 2018. Behavior of hurricane wind and wind-driven rain in the coastal suburban roughness sublayer. Miami: DesignSafe-CI. https://doi.org/10.17603/DS2110K.
Fernández-Cabán, P. L., and F. J. Masters. 2020. “Experiments in a large boundary layer wind tunnel: Upstream terrain effects on surface pressures acting on a low-rise structure.” J. Struct. Eng. 146 (8): 04720002. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002690.
Gavanski, E., and Y. Uematsu. 2014. “Local wind pressures acting on walls of low-rise buildings and comparisons to the Japanese and US wind loading provisions.” J. Wind Eng. Ind. Aerodyn. 132 (Sep): 77–91. https://doi.org/10.1016/j.jweia.2014.06.020.
He, Y. C., P. W. Chan, and Q. S. Li. 2017. “Estimation of roughness length at Hong Kong International Airport via different micrometeorological methods.” J. Wind Eng. Ind. Aerodyn. 171 (Sep): 121–136. https://doi.org/10.1016/j.jweia.2017.09.019.
Kopp, G. A., D. Surry, and C. Mans. 2005. “Wind effects of parapets on low buildings: Part 1. Basic aerodynamics and local loads.” J. Wind Eng. Ind. Aerodyn. 93 (11): 817–841. https://doi.org/10.1016/j.jweia.2005.08.006.
Levitan, M. L., and K. C. Mehta. 1992. “Texas Tech field experiments for wind loads part 1: Building and pressure measuring system.” J. Wind Eng. Ind. Aerodyn. 43 (1–3): 1565–1576. https://doi.org/10.1016/0167-6105(92)90372-H.
Lim, H. C., K. Tsukamoto, M. Ohba, and K. Mizutani. 2014. “Study on the surface pressure distribution of cubes in cross-wind arrays.” J. Wind Eng. Ind. Aerodyn. 133 (Oct): 18–26. https://doi.org/10.1016/j.jweia.2014.07.009.
Macdonald, R., R. Griffiths, and D. Hall. 1998. “An improved method for the estimation of surface roughness of obstacle arrays.” Atmos. Environ. 32 (11): 1857–1864. https://doi.org/10.1016/S1352-2310(97)00403-2.
Sabareesh, G. R., M. Matsui, and Y. Tamura. 2013. “Characteristics of internal pressures and net local roof wind forces on a building exposed to a tornado-like vortex.” J. Wind Eng. Ind. Aerodyn. 112 (Jan): 52–57. https://doi.org/10.1016/j.jweia.2012.11.005.
Tieleman, H. W. 2003. “Wind tunnel simulation of wind loading on low-rise structures: A review.” J. Wind Eng. Ind. Aerodyn. 91 (12–15): 1627–1649. https://doi.org/10.1016/j.jweia.2003.09.021.
Vihma, T., and H. Savijärvi. 1991. “On the effective roughness length for heterogeneous terrain.” Q. J. R. Meteorol. Soc. 117 (498): 399–407. https://doi.org/10.1002/qj.49711749808.
Wang, K., and T. Stathopoulos. 2006. “The impact of exposure on wind loading of low buildings.” In Proc., Structures Congress and Exposition, 2006, 1–9. Reston, VA: ASCE. https://doi.org/10.1061/40889(201)9.
Wang, K., and T. Stathopoulos. 2007. “Exposure model for wind loading of buildings.” J. Wind Eng. Ind. Aerodyn. 95 (9–11): 1511–1525. https://doi.org/10.1016/j.jweia.2007.02.016.
Wiernga, J. 1993. “Representative roughness parameters for homogeneous terrain.” Bound.-Layer Meteorol. 63 (4): 323–363. https://doi.org/10.1007/BF00705357.
Zisis, I., and T. Stathopoulos. 2010. “Wind loads on low-rise buildings: Upstream exposure effect.” In Proc., 7th Asia-Pacific Conf. on Wind Engineering, 6–12. Tapei, Taiwan: Chinese Taiwan Association for Wind Engineering and Wind Engineering Research Center of Tamkang Univ.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 5May 2024

History

Received: Apr 13, 2023
Accepted: Nov 28, 2023
Published online: Feb 16, 2024
Published in print: May 1, 2024
Discussion open until: Jul 16, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Florida A&M Univ.- Florida State Univ. (FAMU-FSU) College of Engineering, Tallahassee, FL 32310. ORCID: https://orcid.org/0000-0002-7340-5063. Email: [email protected]
Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Florida A&M Univ.- Florida State Univ. (FAMU-FSU) College of Engineering, Tallahassee, FL 32310 (corresponding author). ORCID: https://orcid.org/0000-0003-1120-5987. 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.

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