Abstract
In the preceding chapters, we have learned how to predict the statistics of the structural response (displacements, stresses, etc…) from the statistics of the random excitation. Most of the time, if the structure is linear, the response statistics are available in the form of PSD functions. From them, it is straightforward to evaluate the RMS response, but this is rarely enough to assess the reliabilty of the system, which depends on the failure mode of the structure.
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© 1994 Springer Science+Business Media Dordrecht
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Preumont, A. (1994). Threshold Crossings, Maxima, Envelope and Peak Factor. In: Random Vibration and Spectral Analysis. Solid Mechanics and Its Applications, vol 33. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-2840-9_10
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DOI: https://doi.org/10.1007/978-94-017-2840-9_10
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