Brief Report
Aug 1974
Are the Codes Safe for Wind Pressures?
Authors: Clayton T. Crowe, Alfredo Barriga, John A. Roberson, M.ASCE, and William V. TaylorAuthor Affiliations
Publication: Journal of the Structural Division
Volume 100, Issue 8
Abstract
Recent failures suggest a reexamination should be made of the codes for wind loading on buildings. The 1972 Building Code requirements for minimum design loads in buildings and other structures as published by the American National Standards Institute (ANSI) prescribe an average external pressure coefficient of 0.8 on windward walls, –0.6 on leeward walls, and –0.7 on side walls. Recent experimental work suggests that the average and local pressure coefficients prescribed by the code may be inadequate if the wind is turbulent and approaches the building at a small angle of attack. A series of pressure distribution measurements on rectangular rods in a cross flow was taken with the rods oriented at small angles with respect to the wind direction. The results reveal that the most critical pressures on the side walls occur with angles of attack between 6 and 10°. Furthermore, these measurements yield values of external pressure coefficients that are much more severe than indicated by the building code. These results suggest a weakness of the ANSI Building Code.
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Information
Published In
Journal of the Structural Division
Volume 100 • Issue 8 • August 1974
Pages: 1745 - 1747
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Aug 1974
Published online: Feb 1, 2021
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Authors
Affiliations
Clayton T. Crowe
Assoc. Prof. of Mech. Engrg., Washington State Univ., Pullman, Wash.
Alfredo Barriga
lnstr., Escuela Superior Politénica del Litora1, Guayaquil, Equador
John A. Roberson, M.ASCE
Prof. of Civ. Engrg. and Research Engr., Albrook Hydr. Lab., Washington State Univ., Pullman, Wash.
William V. Taylor
Research Asst., Coll. of Engrg., Washington State Univ., Pullman, Wash.
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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.
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.