Errata for “Structural Response and Reliability Estimates: Slepian Model Approach” by J. W. van de Lindt and J. M. Niedzwecki
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VIEW THE CORRECTED ARTICLEPublication: Journal of Structural Engineering
Volume 132, Issue 3
The following correction should be noted:
On page 1621 in the left column, the second full sentence under Eq. (3) should read:
“Since the underlying process is a Gaussian process, the derivatives at level crossing are Rayleigh distributed.”
It is not the derivative process that is Rayleigh distributed but rather the collection of derivatives at a level crossing that are Rayleigh. Please note that this does not change anything else throughout the paper related to the derivation or application.
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© 2006 ASCE.
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Published online: Mar 1, 2006
Published in print: Mar 2006
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