Erratum for “Seismic Response of Rocking Oscillators on a Soft Story: Elastic Response” by Christos Zeris
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VIEW THE CORRECTED ARTICLEPublication: Journal of Structural Engineering
Volume 141, Issue 9
The following correction should be made to the original paper:
Figs. 3(b and c) and 4, as reported in the paper, were inadvertently expressed in terms of the parameter instead of the geometric ratio , which was used in the equations. Therefore, the corrected format of Figs. 3(b and c) and 4 is revised as shown herein. Thus, for the typical case of a soft story building with a story height of 3.0 m and four square columns at the base, the uncoupled period ratio ranges between 2.0 and 7.0, for equal to 1.0 and 4.0, respectively, while, for this period range, the apparent rocking period lies between 80 and 100% of the uncoupled period , also depending on [Figs. 3(b and c)].
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© 2015 American Society of Civil Engineers.
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Received: Jan 10, 2015
Accepted: May 28, 2015
Published online: Jul 9, 2015
Published in print: Sep 1, 2015
Discussion open until: Dec 9, 2015
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