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Feb 22, 2024

Erratum for “Collapse Resistance of Reinforced Concrete Frame Beams under Sustained Loads”

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Publication: Journal of Structural Engineering
Volume 150, Issue 5
The following correction should be made to “Collapse Resistance of Reinforced Concrete Frame Beams under Sustained Loads” by Ghazaleh M. Laleh, Ying Tian, and Sarah L. Orton, https://doi.org/10.1061/JSENDH.STENG-12152:
In the “Bending Moment” section of the published paper, errors were made when converting the imperial units used in the research to the metric units used in the paper. The numbers on the horizontal axes of Figs. 16 and 17 and the vertical axis of Fig. 18 should be divided by 12. The corrected figures are provided herein. Moreover, “Mo=222  kN-m” and “307 kN-m” in the last paragraph of this section should be changed to “Mo=18.5  kN-m” and “25.6 kN-m,” respectively.
Fig. 16. Axial force versus positive moment response at center.
Fig. 17. Axial force versus negative moment response at support.
Fig. 18. Moment versus curvature response of critical section at the support.
To preserve the published version of record, these details have been corrected only in this erratum.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 5May 2024

History

Received: May 16, 2023
Accepted: May 30, 2023
Published online: Feb 22, 2024
Published in print: May 1, 2024
Discussion open until: Jul 22, 2024

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Ghazaleh M. Laleh [email protected]
Formerly, Ph.D. Graduate Student, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, Las Vegas, NV 89154. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, Las Vegas, NV 89154 (corresponding author). ORCID: https://orcid.org/0000-0002-4828-1943. Email: [email protected]
Sarah L. Orton, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Missouri, Columbia, MO 65211. Email: [email protected]

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