Impact of sloped terrain on wind loads in high-rise Buildings: An experimental wind tunnel investigation

  • Chen, Zengshun; 
  • Zhao, Zhihang; 
  • Wang, Siyu; 
  • Xu, Yemeng; 
  • Qin, Zhangchen; 
  • ... Kim, Bubryur; 
  • 외 1명
Citations

WEB OF SCIENCE

4
Citations

SCOPUS

4

초록

Topographic wind effects can significantly enhance wind loads on high-rise buildings, leading to structural damage, occupant discomfort, and increased safety risks. This study investigates the impact of sloped terrain on wind loads through synchronized pressure measurements in a wind tunnel. We tested square-sectioned high-rise building models under various slope gradients and building-slope spacings. Our analysis systematically compared disturbed wind profiles, surface pressure distributions, and wind forces on the building model across different terrains. The findings indicate that sloped terrains intensify flow acceleration, amplifying mean wind pressures by approximately 20 % on upper building sections (z/H > 0.7) compared to flat terrain. Moreover, terrain-induced turbulence increases fluctuating pressures and alters flow structures near a building's base. Interestingly, the increase in terrain slope is positively associated with the intensity of terrain-induced turbulence; however, flow acceleration does not exhibit a linear relationship with the terrain slope. Under identical terrain heights, a mild slope may induce a great degree of acceleration, leading to a more substantial increase in wind loading. These results provide direct evidence for wind load regulations for buildings situated in sloped terrain.

키워드

Topographic wind effects; High-rise buildings; Wind loads; Wind tunnel tests; Pressure measurements; Slope gradients; Terrain spacing; ASPECT RATIO; FLOW; CYLINDER; FORCES
제목
Impact of sloped terrain on wind loads in high-rise Buildings: An experimental wind tunnel investigation
저자
Chen, Zengshun; Zhao, Zhihang; Wang, Siyu; Xu, Yemeng; Qin, Zhangchen; Li, Ke; Kim, Bubryur
DOI
10.1016/j.jweia.2025.106156
발행일
2025-09
유형
Article
저널명
Journal of Wind Engineering and Industrial Aerodynamics
권
264