Research Article
Apr 1971
Structural Response to Sonic Booms
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 97, Issue 4
Abstract
Three major field test programs conducted to determine response of structures and structure elements to sonic booms indicate that sonic booms with nominal peak overpressures of 2 psf to 3 psf should not produce damage in properly designed and constructed houses. However, damage has occurred in other structures from sonic booms. Response can be predicted adequately if the characteristics of the boom and structure elements are known, and a boom pressure wave model can be used to simplify prediction methods. Predicted plate and racking deformations of structure elements are compared to measured values. Experience to date indicates that a great percentage of damage incidents involves glass damage. Implications regarding possible future damage from supersonic flights are drawn from structural response data and damage investigation results.
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Information & Authors
Information
Published In
Journal of the Structural Division
Volume 97 • Issue 4 • April 1971
Pages: 1157 - 1174
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Apr 1971
Published online: Feb 1, 2021
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Authors
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Roland L. Sharpe, F.ASCE
Exec. Vice Pres., John A. Blume & Assoc., Engrs., San Francisco, CA.
Garrison Kost, M.ASCE
Supervising Proj. Engr., John A. Blume & Assoc., Engrs., San Francisco, CA.
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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.