การคำนวณแรงลมของอาคารเตี้ยหลังคาทรงจั่วและโค้งโดยการทดสอบแบบจำลองในอุโมงค์ลม
Keywords:
wind load, low-rise buildings, wind tunnel test, wind load standardsAbstract
This study investigates the wind pressure distribution on low-rise buildings with gable roofs at 18.4o and 26.7o pitches, and a curved roof with an equivalent pitch of 18o. Experimental tests were conducted using 1:80 scale models in a boundary layer wind tunnel to evaluate three aerodynamic characteristics: (1) local wind pressure coefficients, (2) surface-averaged wind pressure coefficients over each entire building face, and (3) area-averaged wind pressure coefficients corresponding to specific tributary zones on each face. A Voronoi approach was systematically employed to calculate the tributary areas. The findings reveal distinct differences in aerodynamic behavior between the gable and curved roof configurations. For gable roofs, the surface-averaged wind pressure coefficients generally align with the provisions of DPT 1311-50 and ASCE 7-22. However, within the critical zones of the 18.4o gable roof, the DPT 1311-50 standard underestimates the design wind pressures for components and cladding (C&C) compared to the experimental results, whereas the ASCE 7-22 standard yields better agreement with the empirical data. Furthermore, this study contributes to the fundamental understanding of wind-induced pressures on curved roofs, addressing a significant gap in the DPT 1311-50 standard where provisions for such geometries are currently lacking.
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