Erratum for “Experimental and Numerical Evaluation of Older Chevron Concentrically Braced Frames with Hollow and Concrete-Filled Braces” by Barbara G. Simpson and Stephen A. Mahin
You are viewing the correction.
VIEW THE CORRECTED ARTICLEPublication: Journal of Structural Engineering
Volume 146, Issue 1
An erroneous equation in the final published version is clarified in this erratum. The following correction to Eq. (2) should be made to the original paper:
Eq. (2) should be nonlinear. At yield of end , the end rotations, , can be related to the end moments, , through the following equation:where and = chord rotations at yield of end and end , respectively; = additional hinging at partially restrained (PR) connections; = force at end ; = yield strength of PR end; and = yield strength of fixed end. Assuming only small strain hardening, the force at end can be assumed to remain approximately the same after yielding and .
(2)
Information & Authors
Information
Published In
Copyright
©2019 American Society of Civil Engineers.
History
Received: Jun 12, 2019
Accepted: Jul 16, 2019
Published online: Oct 24, 2019
Published in print: Jan 1, 2020
Discussion open until: Mar 24, 2020
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.