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Corrections
Mar 1, 2016

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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Author: Carlos Molina Hutt, M.ASCE [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 142, Issue 5
https://doi.org/10.1061/(ASCE)ST.1943-541X.0001502
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In Figs. 8(a and b), the Y-axes were inadvertently shown as “probability of exceedance”; the axes are corrected herewith as “probability of nonexceedance.”
Fig. 8. Loss estimates for archetype building (baseline), elastic spine, and base isolation retrofit schemes with standard and enhanced nonstructural components: (a) with consideration of residual drifts; (b) without consideration of residual drifts
In Fig. 11(b), the arrow should not have extended into the boxed chart. The corrected figure is provided herewith.
Fig. 11. Downtime contributors for the following: (a) reoccupancy; (b) functional recovery; and sample disaggregation of impeding factors for the archetype building (baseline) using standard nonstructural components and no mitigation measures to minimize impeding factors versus enhanced nonstructural components and mitigation measures to minimize impeding factors

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 142 • Issue 5 • May 2016

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© 2016 American Society of Civil Engineers.

History

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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Carlos Molina Hutt, M.ASCE [email protected]
P.E.
Teaching Fellow, Dept. of Civil, Environmental, and Geomatic Engineering, Univ. College London (UCL), Gower St., London WC1E 6BT, U.K. E-mail: [email protected]
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