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Correction

Correction: Zhang et al. The Stressing State Features of a Bottom Frame Structure Revealed from the Shaking Table Strain Data. Materials 2023, 16, 1809

1
Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150086, China
2
Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150086, China
3
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
4
Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education, Harbin 150090, China
5
Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
*
Authors to whom correspondence should be addressed.
These authors contributed equally to this work.
Submission received: 6 November 2023 / Accepted: 22 November 2023 / Published: 28 December 2023
In the original publication [1], there was a mistake in Figure 1 and Figure 2, and Table 3 as published. Because of the authors’ negligence, the photo and schematic of the bottom frame structure shown in the original publication’s Section 2 were confused with another similar experiment by our research group. The mistakes in Table 3 are the same. The corrected Figure 1 and Figure 2, and Table 3 are shown below. The authors state that the scientific conclusions are unaffected. This correction was approved by the Academic Editor. The original publication has also been updated.

Reference

  1. Zhang, L.; Li, R.; Shen, Z.; Liu, B.; Kong, J.; Zhou, G. The Stressing State Features of a Bottom Frame Structure Revealed from the Shaking Table Strain Data. Materials 2023, 16, 1809. [Google Scholar] [CrossRef] [PubMed]
Figure 1. The floor plans of the bottom frame structure: (a) the bottom floor plan, (b) the standard story plan, (c) the anti-seismic wall plan in the bottom story, (d) the constructional columns in the upon stories.
Figure 1. The floor plans of the bottom frame structure: (a) the bottom floor plan, (b) the standard story plan, (c) the anti-seismic wall plan in the bottom story, (d) the constructional columns in the upon stories.
Materials 17 00169 g001
Figure 2. The bottom frame model, the layout of strain gauges and the cracking.
Figure 2. The bottom frame model, the layout of strain gauges and the cracking.
Materials 17 00169 g002
Table 3. The mass parameters of individual stories and the artificial weights.
Table 3. The mass parameters of individual stories and the artificial weights.
ItemReal Volume
(m3)
Density
(m3)
Real Mass
(t)
Mass of Model
(t)
Concrete on the 1st floor61.8812.5154.7021.238
Concrete on the 2nd floor19.7032.549.2570.394
Masonry on the 2nd floor84.3261.8151.7871.214
Concrete on the 3rd floor19.7032.549.2570.394
Masonry on the 3rd floor84.3261.8151.7571.214
Concrete on the 4th floor23.0942.557.7350.462
Masonry on the 4st floor83.7991.8150.8391.208
Live load 137.665
Total376.833 903.0316.123
Artificial weightsmT = 6.123 t, m = 12.040 t; mw = 5.917 t.
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MDPI and ACS Style

Zhang, L.; Li, R.; Shen, Z.; Liu, B.; Kong, J.; Zhou, G. Correction: Zhang et al. The Stressing State Features of a Bottom Frame Structure Revealed from the Shaking Table Strain Data. Materials 2023, 16, 1809. Materials 2024, 17, 169. https://0-doi-org.brum.beds.ac.uk/10.3390/ma17010169

AMA Style

Zhang L, Li R, Shen Z, Liu B, Kong J, Zhou G. Correction: Zhang et al. The Stressing State Features of a Bottom Frame Structure Revealed from the Shaking Table Strain Data. Materials 2023, 16, 1809. Materials. 2024; 17(1):169. https://0-doi-org.brum.beds.ac.uk/10.3390/ma17010169

Chicago/Turabian Style

Zhang, Lingxin, Rui Li, Zijie Shen, Bai Liu, Jianhui Kong, and Guangchun Zhou. 2024. "Correction: Zhang et al. The Stressing State Features of a Bottom Frame Structure Revealed from the Shaking Table Strain Data. Materials 2023, 16, 1809" Materials 17, no. 1: 169. https://0-doi-org.brum.beds.ac.uk/10.3390/ma17010169

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