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Jun 2, 2020

Erratum for “Krylov Subspace Accelerated Newton Algorithm: Application to Dynamic Progressive Collapse Simulation of Frames” by Michael H. Scott and Gregory L. Fenves

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Publication: Journal of Structural Engineering
Volume 146, Issue 8
Fig. 2 of the original article contained two errors. A revised Fig. 2 is included herein and corrects those errors as follows:
Fig. 2. Corrected pseudocode for Krylov subspace accelerated Newton algorithm. Corrections are on Lines 10 and 26.
First, Line 10 of the original pseudocode in Fig. 2 sets the stiffness matrix, K, equal to the Jacobian matrix. This terminology implies a sign inconsistency with the system of equations shown in Eq. (7) of the original article. The correct terminology is stiffness, as shown in the corrected figure.
Second, the authors omitted a line of code from the original pseudocode. The algorithm requires Line 26 in the corrected figure in order to compute the w vector when the subspace dimension, m, is greater than zero. Computation of the w vector is shown on Line 23 in the corrected Fig. 2 and described in Eq. (13) of the original article.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 146Issue 8August 2020

History

Received: Feb 29, 2020
Accepted: Mar 16, 2020
Published online: Jun 2, 2020
Published in print: Aug 1, 2020
Discussion open until: Nov 2, 2020

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Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author). ORCID: https://orcid.org/0000-0001-5898-5090. Email: [email protected]
Gregory L. Fenves
President, Univ. of Texas at Austin, Austin, TX 78712.

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