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Jul 20, 2016

Erratum for “Extreme Value Distribution and Peak Factor of Crosswind Response of Flexible Structures with Nonlinear Aeroelastic Effect” by Xinzhong Chen

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Publication: Journal of Structural Engineering
Volume 142, Issue 9
In Eq. (5), ϵ(k,z) was misspelled as (k,z). Eq. (5) should be written as
Lse0(z,t)=12ρU2(z)D(z)Y1*(z,k)[1ϵ(k,z)ϕ2(z)y2(t)D2(z)]ϕ(z)y˙(t)U(z)
(5)
The definition of ϵref(kref) shown in Eq. (11) should be revised by further dividing Ka0,ref(kref). The correct form of Eq. (11) should be written as
ϵref(kref)=1Ka0,ref(kref)0HKa0(z,k)ϵ(z,k)ϕ4(z)dz
(11)

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 142Issue 9September 2016

History

Received: Jun 1, 2016
Accepted: Jul 5, 2016
Published online: Jul 20, 2016
Published in print: Sep 1, 2016
Discussion open until: Dec 20, 2016

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Xinzhong Chen, A.M.ASCE [email protected]
Professor, Dept. of Civil, Environmental, and Construction Engineering, National Wind Institute, Texas Tech Univ., Lubbock, TX 79409. E-mail: [email protected]

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