RETRACTED: Wang et al. An Investigation of Bearing Capacity of High-Strength SRC Columns under Eccentric Axial Load. Buildings 2021, 11, 639

Jun Wang; Yuxin Duan; Wenze Sun; Xinyu Yi

doi:10.3390/buildings12091310

,

and

¹

School of Civil Engineering, Northeast Forestry University, Harbin 150038, China

²

Shimao Group Holdings Limited, Minmin Temple Subway Station, Beijing 100020, China

^*

Authors to whom correspondence should be addressed.

Buildings2022, 12(9), 1310;https://doi.org/10.3390/buildings12091310

This article belongs to the Section Building Structures

Version Notes

Order Reprints

The journal retracts the article “An Investigation of Bearing Capacity of High-Strength SRC Columns under Eccentric Axial Load” [1].

Following publication, the second author contacted the editorial office regarding improper overlap with a previous article published in a different language. Adhering to our complaints procedure, an investigation was conducted that confirmed the extent of the overlap and the article is therefore retracted. The retraction was confirmed by the Editor-in-Chief of the journal, Buildings. The authors agreed to this retraction.

Reference

Wang, J.; Duan, Y.; Sun, W.; Yi, X. RETRACTED: An Investigation of Bearing Capacity of High-Strength SRC Columns under Eccentric Axial Load. Buildings 2021, 11, 639. [Google Scholar] [CrossRef]

Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations.

© 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).

RETRACTED: Wang et al. An Investigation of Bearing Capacity of High-Strength SRC Columns under Eccentric Axial Load. Buildings 2021, 11, 639

Reference

Article Metrics

Citations

Article Access Statistics