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ERRATA
Mar 1, 2006

Errata for “Structural Response and Reliability Estimates: Slepian Model Approach” by J. W. van de Lindt and J. M. Niedzwecki

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Publication: 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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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 132Issue 3March 2006
Pages: 493

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Published online: Mar 1, 2006
Published in print: Mar 2006

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J. W. van de Lindt, M.ASCE
Associate Professor, Dept of Civil Engineering, Colorado State Univ., Fort Collins, CO 80523–1372 (corresponding author). E-mail:[email protected]
J. N. Niedzwecki, F.ASCE
R. P. Gregory 32 Chair Professo, rDept of Civil Engineering, Texas A&M Univ., College Station, TX 77843–3136 (corresponding author).

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