Seismic Performance of Recycled Concrete Filled Circular Steel Tube Columns
- 1The First People’s Hospital of Lianyungang, Lianyungang, China
- 2College of Civil Engineering and Architecture, Guangxi University, Nanning, China
- 3Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning, China
- 4School of Civil and Environmental Engineering, Ningbo University, Ningbo, China
A Corrigendum on
Seismic Performance of Recycled Concrete Filled Circular Steel Tube Columns
by Xu, D., Chen, Z., and Zhou, C. (2020). Front. Mater. 7:612059. doi: 10.3389/fmats.2020.612059
There is an error in the Funding statement as published. The correct funder name is ‘Zhejiang Provincial Natural Science Foundation of China under Grant No. LQ20E080003’. The corrected Funding statement can be found below:
Funding
This work was supported by the Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety (2019ZDK017), Key Project of Scientific Research and Development Fund of Kangda College of Nanjing Medical University (KD2018KYJJZD009), Training Fund for Young Talents of Lianyungang Maternal and Child Health Hospital (KY201910) and Zhejiang Provincial Natural Science Foundation of China under Grant No. LQ20E080003.
The authors apologize for this error and state that this does not change the scientific conclusions of the article in any way. The original article has been updated.
Publisher’s Note
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Keywords: seismic performance, replacement percentage, column, recycled concrete filled circular steel tube, recycled concrete
Citation: Xu D, Chen Z and Zhou C (2022) Corrigendum: Seismic Performance of Recycled Concrete Filled Circular Steel Tube Columns. Front. Mater. 8:838233. doi: 10.3389/fmats.2021.838233
Received: 17 December 2021; Accepted: 21 December 2021;
Published: 13 January 2022.
Approved by:
Frontiers Editorial Office, Frontiers Media SA, SwitzerlandCopyright © 2022 Xu, Chen and Zhou. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
*Correspondence: Zongping Chen, enBjaGVuQGd4dS5lZHUuY24=; Chunheng Zhou, Y2h6aG91MjAxNEBob3RtYWlsLmNvbQ==