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Retraction

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

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.
Buildings 2022, 12(9), 1310; https://doi.org/10.3390/buildings12091310
Submission received: 20 March 2022 / Accepted: 21 June 2022 / Published: 26 August 2022
(This article belongs to the Section Building Structures)
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

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

Wang, J.; Duan, Y.; Sun, W.; Yi, X. Retraction: Wang et al. An Investigation of Bearing Capacity of High-Strength SRC Columns under Eccentric Axial Load. Buildings 2021, 11, 639. Buildings 2022, 12, 1310. https://doi.org/10.3390/buildings12091310

AMA Style

Wang J, Duan Y, Sun W, Yi X. Retraction: Wang et al. An Investigation of Bearing Capacity of High-Strength SRC Columns under Eccentric Axial Load. Buildings 2021, 11, 639. Buildings. 2022; 12(9):1310. https://doi.org/10.3390/buildings12091310

Chicago/Turabian Style

Wang, Jun, Yuxin Duan, Wenze Sun, and Xinyu Yi. 2022. "Retraction: Wang et al. An Investigation of Bearing Capacity of High-Strength SRC Columns under Eccentric Axial Load. Buildings 2021, 11, 639" Buildings 12, no. 9: 1310. https://doi.org/10.3390/buildings12091310

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