First page of PDF

Get full access to this article

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

References

ASCE. 2016. Minimum design loads and associated criteria for buildings and other structures. ASCE 7-16. Reston, VA: ASCE.
BIS (Bureau of Indian Standards). 2015. Design loads (other than earthquake) for buildings and other structures—Code of practice. IS 875 (Part 3). New Delhi, India: BIS.
Harris, R. I. 2009. “XIMIS, a penultimate extreme value method suitable for all types of wind climate.” J. Wind Eng. Ind. Aerodyn. 97 (5–6): 271–286. https://doi.org/10.1016/j.jweia.2009.06.011.
Hong, H. P., and S. H. Li. 2014. “Plotting positions and approximating first two moments of order statistics for Gumbel distribution: Estimating quantiles of wind speed.” Wind Struct. 19 (4): 371–387. https://doi.org/10.12989/was.2014.19.4.371.
Hong, H. P., S. H. Li, and Z. D. Duan. 2016. “Typhoon wind hazard estimation and mapping for coastal region in mainland China.” Nat. Hazards Rev. 17 (2): 04016001. https://doi.org/10.1061/(ASCE)NH.1527-6996.0000210.
Lakshmanan, N., S. Arunachalam, and P. Harikrishna. 2002. “Parameters of risk coefficient for structures located in cyclone prone regions.” In Proc., National Conf. on Wind Engineering, 145–153. Roorkee, India: IIT Roorkee.
Li, S. H. 2018. “Effect of disjunct sampling on calibration of design wind speed.” J. Wind Eng. Ind. Aerodyn. 183 (Dec): 283–294. https://doi.org/10.1016/j.jweia.2018.11.016.
Li, S. H. 2022. “Design wind speed for buildings and facilities with non-standard design life in Canadian wind climates.” Front. Built Environ. 4. https://doi.org/10.3389/fbuil.2022.829533.
Li, S. H., and H. P. Hong. 2016. “Typhoon wind hazard estimation for China using an empirical track model.” Nat. Hazards 82 (2): 1009–1029. https://doi.org/10.1007/s11069-016-2231-2.
Li, S. H., P. Irwin, Z. Lounis, A. Attar, J. Dale, M. Gibbons, and S. Beaulieu. 2022. “Effect of nonstationarity of extreme wind speeds and ground snow loads in a future Canadian changing climate.” Nat. Hazards Rev. 23 (4): 04022022. https://doi.org/10.1061/(ASCE)NH.1527-6996.0000572.
Li, S. H., and K. Suresh Kumar. 2021. “Cyclone wind hazard assessments for eastern coastal cities in India using a fast-predictive model.” J. Wind Eng. Ind. Aerodyn. 218 (Nov): 104760. https://doi.org/10.1016/j.jweia.2021.104760.
NRCC (National Research Council of Canada). 2015. National building code of Canada: User’s guide, structural commentaries (part 4 of division B). Ottawa: NRCC.
Simiu, E., and N. A. Heckert. 1996. “Extreme wind distribution tails: A ‘peaks over threshold’ approach.” J. Struct. Eng. 122 (5): 539–547. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:5(539).
Standards Australia. 2011. Structural design actions, part 2: Wind actions. AS/NZS 1170.2. Sydney, Australia: Standards Australia.
Venkateswarlu, B., M. Arumugam, and S. Arunachalam. 1984. “Risk analysis of cyclonic wind data.” In Proc., Workshop on Wind Engineering and Industrial Aerodynamics, 24–27. Melbourne, Australia: Australasian Wind Engineering Society.
Vickery, P. J., P. F. Skerlj, and L. A. Twisdale. 2000. “Simulation of hurricane risk in the US using empirical track model.” J. Struct. Eng. 126 (10): 1222–1237. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:10(1222).
Vickery, P. J., D. Wadhera, M. D. Powell, and Y. Chen. 2009. “A hurricane boundary layer and wind field model for use in engineering applications.” J. Appl. Meteorol. 48 (2): 381–405. https://doi.org/10.1175/2008JAMC1841.1.

Information & Authors

Information

Published In

Go to Natural Hazards Review
Natural Hazards Review
Volume 24Issue 2May 2023

History

Received: Jul 26, 2022
Accepted: Nov 22, 2022
Published online: Jan 25, 2023
Published in print: May 1, 2023
Discussion open until: Jun 25, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Principal/Vice President, Global Wind Engineering Consultant, Rowan Williams Davies & Irwin (RWDI), Unit 1, Tilers Rd., Milton Keynes, Buckinghamshire MK11 3LH, UK (corresponding author). ORCID: https://orcid.org/0000-0002-1623-8537. Email: [email protected]
Rahul PS, A.M.ASCE [email protected]
Regional Technical Head/Associate, Rowan Williams Davies & Irwin (RWDI), KINFRA Film & Video Park, Sainik School PO, Trivandrum 695585, India. Email: [email protected]
Lead Climate Risk Specialist, Rowan Williams Davies & Irwin (RWDI), 600 Southgate Dr., Guelph, ON, Canada N1G 4P6. ORCID: https://orcid.org/0000-0001-8923-6746. Email: [email protected]
Mike Gibbons, M.ASCE [email protected]
Wind Climate Specialist/Associate, Rowan Williams Davies & Irwin (RWDI), 600 Southgate Dr., Guelph, ON, Canada N1G 4P6. 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