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
You are viewing the correction.
VIEW THE CORRECTED ARTICLEThis article has a reply.
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.”
![](/cms/10.1061/(ASCE)ST.1943-541X.0001502/asset/bbce03fa-a997-4414-9047-79419e9225d8/assets/images/large/figure8.jpg)
In Fig. 11(b), the arrow should not have extended into the boxed chart. The corrected figure is provided herewith.
![](/cms/10.1061/(ASCE)ST.1943-541X.0001502/asset/daf41aae-0c37-4a6d-acd0-a2eb06d9dde2/assets/images/large/figure11.jpg)
Information & Authors
Information
Published In
Copyright
© 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
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.