Lessons learned from the 1960’s sonic boom tests at St. Louis, Oklahoma City and at Edwards Air Force Base (EAFB) and more recently in communities near EAFB and Nellis AFB are briefly reviewed from the standpoint of building vibration and rattle response induced by the sonic boom signature. Available data on the vibro‐acoustic threshold of rattle are considered along with the principal sonic boom signature parameters, peak overpressure and duration, which drive the low frequency vibration response of buildings to sonic booms. Implications for the current effort to develop an acceptable sonic boom signature are considered with this overview of current understanding of building vibration response to sonic booms. Possible gaps in this current knowledge for current technology boom signatures are considered.
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30 May 2006
INNOVATIONS IN NONLINEAR ACOUSTICS: ISNA17 - 17th International Symposium on Nonlinear Acoustics including the International Sonic Boom Forum
18-22 July 2005
State College, Pennsylvania (USA)
Research Article|
May 30 2006
Sonic Booms And Building Vibration Revisited
Louis C. Sutherland;
Louis C. Sutherland
Consultant
27803 Longhill Dr., Rancho Palos Verdes, CA. 90275
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Karl D. Kryter;
Karl D. Kryter
Professor
San Diego State University, 3969 Maricopa Dr., Santa Barbara, CA 93110
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Joseph Czech
Joseph Czech
Wyle Laboratories, 128 Maryland St. El Segundo, CA 90245
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AIP Conf. Proc. 838, 655–658 (2006)
Citation
Louis C. Sutherland, Karl D. Kryter, Joseph Czech; Sonic Booms And Building Vibration Revisited. AIP Conf. Proc. 30 May 2006; 838 (1): 655–658. https://doi.org/10.1063/1.2210438
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