Journal of Desert Research ›› 2025, Vol. 45 ›› Issue (1): 32-43.DOI: 10.7522/j.issn.1000-694X.2024.00090
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Di Hu1,2a(), Ning Huang2a,2b, Binbin Pei2a,2b, Pakzad Rezaali2a,2b, Jie Zhang2a,2b(
)
Received:
2024-05-20
Revised:
2024-07-10
Online:
2025-01-20
Published:
2025-01-13
Contact:
Jie Zhang
CLC Number:
Di Hu, Ning Huang, Binbin Pei, Pakzad Rezaali, Jie Zhang. Numerical simulation study on the wind pressure characteristics of low-rise buildings in sandstorm environment[J]. Journal of Desert Research, 2025, 45(1): 32-43.
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URL: http://www.desert.ac.cn/EN/10.7522/j.issn.1000-694X.2024.00090
Fig.3 Survey point layout on the roof (A), windward side and leeward side (B), and two sides (C), and two sections are defined for the ensuing analyses (D): section M (1-2-3-4) and section N (5-6-7-8)
Fig.11 Statistical results of Skewness and Kurtosis (A), Skewness for 7.98 I (B), Skewness for 7.98 S (C), Kurtosis for 7.98 I (D), and Kurtosis for 7.98 S (E) at 0° wind angle
Fig.12 Statistical results of Skewness and Kurtosis (A), Skewness for 12.65 I (B), Skewness for 12.65 S (C), Kurtosis for 12.65 I (D), and Kurtosis for 12.65 S (E) at 45° wind angle
风向角 | 偏度 | 峰度 |
---|---|---|
0° | 0.004 | 3.75×10-15 |
45° | 3.29×10-6 | 7.72×10-9 |
Table 1 P-values of significance test
风向角 | 偏度 | 峰度 |
---|---|---|
0° | 0.004 | 3.75×10-15 |
45° | 3.29×10-6 | 7.72×10-9 |
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