TECHNICAL PAPERS
Aug 1, 2001

Database-Assisted Design, Standardization, and Wind Direction Effects

This article has a reply.
VIEW THE REPLY
Publication: Journal of Structural Engineering
Volume 127, Issue 8

Abstract

The writers present a simple methodology, developed for use in design assisted by electronic aerodynamic and climatological databases (for short, database-assisted design), that allows a realistic assessment of wind directionality effects. The methodology is applied to typical low-rise industrial steel frame buildings with a rectangular shape in plan, located in hurricane-prone areas, and results are compared with results obtained by the procedure specified in the ASCE 7-98 Standard, which, for buildings, consists of applying a blanket directionality reduction factor Kd = 0.85 to wind effects obtained by disregarding directionality. The results show that, for significant numbers of buildings in hurricane-prone areas, the use of the ASCE procedure can result in the underestimation of wind effects corresponding to strength design. They also show that database-assisted design for wind loads offers the potential for significantly more risk-consistent, safer, and economical design for buildings with both known and unknown orientation.

Get full access to this article

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

References

1.
ASCE. ( 1995). “Minimum design loads for buildings and other structures.” ASCE Standard 7-95, New York.
2.
ASCE. ( 1998). “Minimum design loads for buildings and other structures.” ASCE Standard 7-98, Reston, Va.
3.
Batts, M., Russell, L., and Simiu, E. (1980). “Hurricane wind speeds in the United States.”J. Struct. Div., ASCE, 106(10), 2001–2016.
4.
British Standards Institution (BSI). ( 1995). “British standard loading for buildings, Part 2: Code of practice for wind loads.” BS 6399, London.
5.
Davenport, A. G. ( 1977). “The prediction of risk under wind loading.” Proc., 2nd Int. Conf. on Struct. Safety and Reliability, Munich, 511–538.
6.
Ellingwood, B. R., Galambos, T., McGregor, J., and Cornell, C. A. ( 1980). Development of a probability based load criterion for American national standards A58, National Bureau of Standards, Washington, D.C.
7.
Heckert, N. A., Simiu, E., and Whalen, T. M. (1998). “Estimates of hurricane wind speeds by `peaks over threshold' method.”J. Struct. Engrg., ASCE, 124(4), 445–449.
8.
Lin, J., and Surry, D. ( 1997). “Simultaneous time series of pressures on the envelope of two large low-rise buildings.” BLWT-SS7-1997, Boundary Layer Wind Tunnel Lab., University of Western Ontario, London, Canada.
9.
Minciarelli, F., Gioffre, M., Grigoriu, M., and Simiu, E. ( 2000). “Estimation of extreme wind effects and wind load factors: influence of knowledge uncertainties.” Proc., Monte Carlo Methods in Engrg., G. Schueller, and M. Shinozuka, eds., Monte Carlo, Monaco.
10.
Rigato, A. ( 1999). “Wind directionality effects and conventional standard provisions.” MS thesis, Dept. of Civ. Engrg., University of Maryland, College Park, Md.
11.
Simiu, E., Garrett, J. H., and Reed, K. ( 1993). “Development of computer-based models of standards and attendant knowledge-base and procedural systems.” Proc., Struct. Engrg. in Natural Haz. Mitigation, ASCE, New York, 841–846.
12.
Simiu, E., and Heckert, N. A. ( 1998). “Ultimate wind loads and direction effects in non-hurricane and hurricane regions.” Environmetrics, 9, 433–444.
13.
Simiu, E., and Scanlan, R. H. ( 1996). Wind effects on structures, 3rd Ed., Wiley, New York.
14.
Whalen, T. M., Shah, V., and Yang, J. S. ( 2000). “A pilot project for computer-based design of low-rise buildings for wind loads—the WiLDE-LRS user's manual.” NIST GCR 00-802, National Institute of Standards and Technology, Gaithersburg, Md.
15.
Whalen, T. M., and Simiu, E. ( 1998). “Assessment of wind load factors for hurricane-prone regions.” Struct. Safety, 20, 271–281.
16.
Whalen, T. M., Simiu, E., Harris, G., Lin, G., and Surry, D. ( 1998). “The use of aerodynamic databases for the effective estimation of wind effects in main wind-force resisting systems: application to low buildings.” J. Wind Engrg. and Ind. Aerodyn., 77–78, 685–693.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 127Issue 8August 2001
Pages: 855 - 860

History

Received: Feb 24, 2000
Published online: Aug 1, 2001
Published in print: Aug 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Member, ASCE
Fellow, ASCE
Grad. Student, Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD 20742.
Prof., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD.
NIST Fellow, Build. and Fire Res. Lab., Gaithersburg, MD 20899-8611.

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