Study on the sandstorm load of low-rise buildings via wind tunnel testing. (15th April 2023)
- Record Type:
- Journal Article
- Title:
- Study on the sandstorm load of low-rise buildings via wind tunnel testing. (15th April 2023)
- Main Title:
- Study on the sandstorm load of low-rise buildings via wind tunnel testing
- Authors:
- Huang, Bin
Li, Zhengnong
Gong, Bo
Zhang, Zhitian
Shan, Bo
Pu, Ou - Abstract:
- Abstract: In order to investigate the influence of sandstorms on the base shear of low-rise buildings, a wind tunnel was used to simulate the flow field of sandstorms. The results showed that the sand concentration profile decreased exponentially when the wind speed was low. As wind speed increased, the sand concentration decreased with height from 0 to 0.2 m and increased with height from 0.2 to 0.5 m. The ability of moving sand particles to weaken wind speed and enhance turbulence intensity was directly related to the sand concentration profile. For buildings in a sandstorm, with the increase in sand concentration, wind load decreased, while the impact load and ratio of sandstorm load to wind load increased. The mean base shear coefficient of buildings in the flow fields of an ordinary sandstorm, moderate sandstorm and strong sandstorm increased by 4–5%, 8–10% and 12–14% respectively as compared with wind without particles. The effect of moving sand particles on the fluctuating base shear of low-rise buildings depended on wind speed and sand concentration. When wind speed was below 10.34 m/s and sand concentration was below concentration 2, the sandstorm increased the fluctuating base shear coefficient of buildings, and the enhancement effect increased with concentration; once the sand concentration exceeded concentration 2, the enhancement effect was weakened. When wind speed exceeded 10.34 m/s, the sandstorm reduced the fluctuating base shear coefficient of buildings.Abstract: In order to investigate the influence of sandstorms on the base shear of low-rise buildings, a wind tunnel was used to simulate the flow field of sandstorms. The results showed that the sand concentration profile decreased exponentially when the wind speed was low. As wind speed increased, the sand concentration decreased with height from 0 to 0.2 m and increased with height from 0.2 to 0.5 m. The ability of moving sand particles to weaken wind speed and enhance turbulence intensity was directly related to the sand concentration profile. For buildings in a sandstorm, with the increase in sand concentration, wind load decreased, while the impact load and ratio of sandstorm load to wind load increased. The mean base shear coefficient of buildings in the flow fields of an ordinary sandstorm, moderate sandstorm and strong sandstorm increased by 4–5%, 8–10% and 12–14% respectively as compared with wind without particles. The effect of moving sand particles on the fluctuating base shear of low-rise buildings depended on wind speed and sand concentration. When wind speed was below 10.34 m/s and sand concentration was below concentration 2, the sandstorm increased the fluctuating base shear coefficient of buildings, and the enhancement effect increased with concentration; once the sand concentration exceeded concentration 2, the enhancement effect was weakened. When wind speed exceeded 10.34 m/s, the sandstorm reduced the fluctuating base shear coefficient of buildings. Highlights: Sandstorms flow fields with different intensities are simulated in a wind tunnel. Moving particles can reduce the wind profile and increase the turbulence intensity. Mean base shear coefficients of low-rise buildings are increased in sandstorms. Fluctuating base shear of buildings depends on wind speed and sand concentration. Results contribute to the sandstorm resistance design of low-rise buildings. … (more)
- Is Part Of:
- Journal of building engineering. Volume 65(2023)
- Journal:
- Journal of building engineering
- Issue:
- Volume 65(2023)
- Issue Display:
- Volume 65, Issue 2023 (2023)
- Year:
- 2023
- Volume:
- 65
- Issue:
- 2023
- Issue Sort Value:
- 2023-0065-2023-0000
- Page Start:
- Page End:
- Publication Date:
- 2023-04-15
- Subjects:
- Sandstorm -- Low-rise buildings -- Sandstorm load -- Wind tunnel test -- Sand concentration -- Base shear coefficient
Building -- Periodicals
690.05 - Journal URLs:
- http://www.sciencedirect.com/science/journal/23527102 ↗
http://www.sciencedirect.com/ ↗ - DOI:
- 10.1016/j.jobe.2022.105821 ↗
- Languages:
- English
- ISSNs:
- 2352-7102
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 25578.xml