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Peak structural response to non-stationary random excitations
Structural dynamic responses as nonstationary narrow band random process, establishing peak values distribution functions with frequency interpretation
Document ID
19710051818
Acquisition Source
Legacy CDMS
Document Type
Reprint (Version printed in journal)
Authors
Shinozuka, M.
Yang, J.-N.
Date Acquired
August 6, 2013
Publication Date
June 22, 1971
Subject Category
Structural Mechanics
Accession Number
71A32515
Distribution Limits
Public
Copyright
Other
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