Research Article
Nov 1972
Failures of Structures Due to Extreme Winds
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VIEW THE REPLYAuthors: Joseph E. Minor, M.ASCE, Kishor C. Mehta, AM.ASCE, and James R. McDonald, AM.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 98, Issue 11
Abstract
Urban sprawl has increased the frequency with which windstorms interact with structures. The Lubbock Storm (May 11, 1970) and Hurricane Celia (August 3, 1970) provide the most recent examples of storm incidence on populated areas. The responses of engineered structures to extreme winds are characterized by window glass breakage and failures of nonstructural components, each of which can lead to progressive failures of the structure. Pre-engineered buildings experience wind induced progressive failures because of overhead doors which are not designed as integral parts of the structure. Failures in pre-engineered buildings include buckling of purlins and girts throughout the structure due to wind induced outward pressures, and buckling of purlins spanning between end frames and first interior frames due to wind induced axial load. Marginally engineered structures (including residences and some light commercial buildings) experience wind induced failures which are the result of inadequate connections between roofs and walls, and between walls and foundations, i.e., the result of the buildings not being designed as integral structures.
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Published In
Journal of the Structural Division
Volume 98 • Issue 11 • November 1972
Pages: 2455 - 2471
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Nov 1972
Published online: Feb 1, 2021
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Authors
Affiliations
Joseph E. Minor, M.ASCE
Research Assoc., Dept. of Civ. Engrg., Texas Tech Univ., Lubbock, Tex.
Kishor C. Mehta, AM.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Texas Tech Univ., Lubbock, Tex.
James R. McDonald, AM.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Texas Tech Univ., Lubbock, Tex.
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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.