Research Article
Oct 1981

Wind Loads on Eaves of Low Buildings

This article has a reply.
VIEW THE REPLY
Publication: Journal of the Structural Division
Volume 107, Issue 10

Abstract

Wind pressure loads acting on 1:12 sloped perimeter eave sections of low-rise building models have been measured in turbulent boundary layer flow, simulating wind over open country and suburban terrains. Both local and area load measurements have been carried out for two eave widths (5 ft and 10 ft in full scale) and three eave heights (16 ft, 24 ft, and 32 ft in full scale). Data show the overestimation of peak loads which may be made if the effective uplift forces on the eaves are derived from simple local pressure measurements on upper and lower eave surfaces, and full correlation of the worst cases is assumed. A simplified chart with pressure coefficients appropriate for design is also suggested.

Get full access to this article

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

Information & Authors

Information

Published In

Journal of the Structural Division
Volume 107Issue 10October 1981
Pages: 1921 - 1934

History

Published in print: Oct 1981
Published online: Feb 1, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Theodore Stathopoulos, M.ASCE
Asst. Prof. of Engrg., Centre for Building Studies, Concordia Univ., 1455 de Maisonneuve Blvd. W., Montreal, Quebec, Canada H3G IMS

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