Technical Papers
Jun 18, 2024

Improved Hawaii Basic Design Wind Speed Maps Including Topographic Effects

Publication: Journal of Structural Engineering
Volume 150, Issue 9

Abstract

The state of Hawaii is a series of mountainous islands with a topography that is much more complex than the simple isolated hills and escarpments included in ASCE standard ASCE/SEI 7-22 (Minimum design loads and associated criteria for buildings and other structures, ASCE 7). Hawaii state and county building codes have incorporated topographic wind speed mapping since 2007. In 2010, ASCE 7-10 recognized Hawaii as a special wind region. The design wind speed maps, Kzt maps, and site-specific directionality factors as adopted in Hawaii’s state building codes constituted the “special Kzt topographic effect adjustments” of the authority having jurisdiction that were referenced in ASCE 7-10. In ASCE 7-16 and ASCE 7-22, microzoned wind speed maps for Hawaii, including the effect of topography and directionality, were incorporated for strength design return periods. This paper provides information on the development of an improved generation of higher-resolution basic design wind speed maps for the state of Hawaii, including better accuracy of topographic and directionality effects. The digital format of these wind speed maps can be readily incorporated into the ASCE 7 digital hazard tool interfaces.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This project was sponsored by the Hawaii Emergency Management Agency (HIEMA) with funding from a FEMA-4201-DR-HI Hazard Mitigation Grant for incorporating updated standards and wind maps for hurricane risk mitigation for use in Hawaii building codes. The work was conducted under the project oversight of the Structural Engineers Association of Hawaii (SEAOH) and approved by balloting of its building code committee. We thank HIEMA and SEAOH for enabling these improvements in wind design for Hawaii.

References

ASCE. 2010. Minimum design loads for buildings and other structures. ASCE/SEI 7-10. Reston, VA: ASCE.
ASCE. 2016. Minimum design loads and associated criteria for buildings and other structures. ASCE/SEI 7-16. Reston, VA: ASCE.
ASCE. 2022. Minimum design loads and associated criteria for buildings and other structures. ASCE/SEI 7-22. Reston, VA: ASCE.
Chock, G. Y. K., and L. Cochran. 2006. “Modeling of topographic wind effects in Hawaii.” J. Wind Eng. Ind. Aerodyn. 94 (3): 173–187.
Chock, G. Y. K., J. A. Peterka, and L. Cochran. 2002. Orographically amplified wind loss models for Hawaii and Pacific insular states. Greenbelt, MD: NASA Earth Sciences Division.
Chock, G. Y. K., J. A. Peterka, and G. Yu. 2005. “Topographic wind speed-up and directionality factors for use in the city and county of Honolulu building code.” In Proc., 10th American Conf. on Wind Engineering. Baton Rouge, LA: Louisiana State Univ.
Chock, G. Y. K., and G. Yu. 2013. “Analysis of directionality factor for hurricanes incorporating topographic wind effects.” In Proc., 12th American Conf. on Wind Engineering. Ames, IA: American Association for Wind Engineering.
Dalgliesh, W. A. 1975. “Comparison of model/full-scale wind pressure on high-rise building.” J. Wind Eng. Ind. Aerodyn. 1 (1): 55–66. https://doi.org/10.1016/0167-6105(75)90006-9.
Davenport, A. G. 1977. “The prediction of risk under wind loading.” In Proc., 2nd Int. Conf. on Structural Safety and Reliability. Dusseldorf, Germany: Werner Verlag.
Ellingwood, B. 1981. “Wind and snow load statistics for probabilistic design.” J. Struct. Div. 107 (7): 1345–1354. https://doi.org/10.1061/JSDEAG.0006152.
Ellingwood, B., T. V. Galambos, J. G. MacGregor, and C. A. Cornell. 1980. Development of a probability based load criterion for American National Standard A58. Washington, DC: US Dept. of Commerce.
ESDU (Engineering Sciences Data Unit). 1990. Characteristics of atmospheric turbulence near the ground. London: ESDU.
Friday, D. Z., L. A. Taylor, B. W. Eakins, K. S. Carignan, M. R. Love, and P. R. Grothe. 2012. Digital elevation model of Kauai, Hawaii: Procedures, data sources and analysis. Boulder, CO: NOAA National Geophysical Data Center.
Golden Software. 2021. Surfer 22.0./Surfer user guide. Golden, CO: Golden Software.
IBM (International Business Machines Corporation). 2021. “IBM SPSS statistics 28.” Accessed April 8, 2021. https://www.ibm.com.
Iverson, R., and R. M. Levitan. 1990. “Full-scale point pressure test data from Texas Tech University field experiments for wind loads.” Accessed August 7, 2002. https://www.wind.ttu.edu.
Levitan, M. L. 1993. “Analysis of reference pressure systems used in field measurement of wind loads.” Ph.D. dissertation, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ.
Li, N., Y. Yamazaki, V. Roeber, K. F. Cheung, and G. Y. K. Chock. 2018. “Probabilistic mapping of storm-induced coastal inundation for climate change adaptation.” Coastal Eng. 133 (Mar): 126–141. https://doi.org/10.1016/j.coastaleng.2017.12.013.
Love, M. R., D. Z. Friday, P. R. Grothe, E. Lim, K. S. Carignan, B. W. Eakins, and L. A. Taylor. 2011. Digital elevation model of Oahu, Hawaii: Procedures, data sources and analysis. Boulder, CO: NOAA National Geophysical Data Center.
NCAR (National Center for Environmental Research). 2007. A description of the advanced research WRF version 2, NCAR technical note 468+STR. Boulder, CO: NCAR.
Vertenstein, M., T. Craig, A. Middleton, D. Feddema, and C. Fischer. 2010. “CCSM4.0 user’s guide.” Accessed December 1, 2023. https://www2.cesm.ucar.edu/models/ccsm4.0/ccsm_doc/ug.pdf.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 9September 2024

History

Received: Oct 7, 2023
Accepted: Mar 25, 2024
Published online: Jun 18, 2024
Published in print: Sep 1, 2024
Discussion open until: Nov 18, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Guangren Yu, Ph.D., M.ASCE
Structural Engineer, Martin, Chock & Carden, Inc., 1001 Bishop St., Suite 2950, Honolulu, HI 96813.
Structural Engineering Institute Fellow and President, Martin, Chock & Carden, Inc., 1001 Bishop St., Suite 2950, Honolulu, HI 96813 (corresponding author). ORCID: https://orcid.org/0000-0002-0974-145X. 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