Erratum for “Seismic Loss and Downtime Assessment of Existing Tall Steel-Framed Buildings and Strategies for Increased Resilience” by Carlos Molina Hutt, Ibrahim Almufti, Michael Willford, and Gregory Deierlein
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VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 142, Issue 5
In Figs. 8(a and b), the -axes were inadvertently shown as “probability of exceedance”; the axes are corrected herewith as “probability of nonexceedance.”
In Fig. 11(b), the arrow should not have extended into the boxed chart. The corrected figure is provided herewith.
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© 2016 American Society of Civil Engineers.
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Received: Oct 29, 2015
Accepted: Dec 23, 2015
Published online: Mar 1, 2016
Published in print: May 1, 2016
Discussion open until: Aug 1, 2016
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