Erratum for “Strength, Ductility, and Collapse Response of UHPC Waffle Slabs”
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VIEW THE CORRECTED ARTICLEPublication: Journal of Structural Engineering
Volume 150, Issue 4
The following correction should be made to “Strength, Ductility, and Collapse Response of UHPC Waffle Slabs” by M. A. Saqif, Sherif El-Tawil, Yuh-Shiou Tai, and Dewayne Rogers, https://doi.org/10.1061/JSENDH.STENG-12143:
The first two sentences of the abstract should be revised as follows: “Waffle slabs made of ultra-high-performance concrete (UHPC) have the potential to drastically reduce superstructure weight. Although they have seen some field usage, their inelastic behavior has not yet been fully studied.”
The authors deeply regret the confusions this may have caused readers.
To preserve the published version of record, these details have been corrected only in this erratum.
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Published In
Journal of Structural Engineering
Volume 150 • Issue 4 • April 2024
Copyright
© 2024 American Society of Civil Engineers.
History
Received: May 19, 2023
Accepted: Jun 26, 2023
Published online: Feb 15, 2024
Published in print: Apr 1, 2024
Discussion open until: Jul 15, 2024
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