联排凹曲面屋盖的风荷载特性试验研究
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郝树仁,李天娥,彭辉,武海全,闫月勤,李海旺,苏宁
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Experimental study on wind load characteristics of continuous roof with concave surface
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Shuren HAO,Tian’e LI,Hui PENG,Haiquan WU,Yueqin YAN,Haiwang LI,Ning SU
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表 4 屋盖分区的平均风压系数参考值 |
Tab.4 Reference value of mean wind pressure coefficient of roof zoning |
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分区 | Cp,R1工况 | | Cp,R2工况 | | Cp,R3工况 | θ=0° | θ=30° | θ=60° | θ=90° | | θ=0° | θ=30° | θ=60° | θ=90° | | θ=0° | θ=30° | θ=60° | θ=90° | B1 | — | — | — | — | | −0.88 | −0.54 | −0.06 | −0.04 | | −0.91 | −0.61 | −0.05 | 0.02 | B2 | — | — | — | — | | −1.02 | −0.67 | −0.06 | −0.08 | | −1.05 | −0.73 | −0.07 | 0.01 | B3 | — | — | — | — | | −1.05 | −0.74 | −0.27 | −0.16 | | −1.08 | −0.77 | −0.25 | −0.09 | B4 | — | — | — | — | | −1.01 | −0.90 | −0.63 | −0.23 | | −1.04 | −1.48 | −0.59 | −0.17 | B5 | — | — | — | — | | −0.22 | −0.18 | −0.05 | −0.12 | | −0.19 | −0.08 | −0.05 | −0.03 | B6 | — | — | — | — | | −0.23 | −0.11 | −0.04 | −0.16 | | −0.21 | −0.09 | −0.08 | −0.03 | B7 | — | — | — | — | | −0.25 | −0.22 | −0.24 | −0.25 | | −0.24 | −0.03 | −0.28 | −0.12 | B8 | — | — | — | — | | −0.27 | −0.39 | −0.39 | −0.31 | | −0.27 | −0.44 | −0.39 | −0.22 | B9 | — | — | — | — | | −0.09 | −0.05 | −0.01 | 0.07 | | −0.07 | −0.02 | −0.06 | 0.07 | B10 | — | — | — | — | | −0.10 | −0.08 | −0.01 | 0.05 | | −0.07 | −0.10 | −0.10 | 0.06 | B11 | — | — | — | — | | −0.11 | −0.21 | −0.13 | −0.09 | | −0.09 | −0.14 | −0.22 | −0.09 | B12 | — | — | — | — | | −0.14 | −0.28 | −0.25 | −0.26 | | −0.11 | −0.35 | −0.27 | −0.23 | C1 | — | — | — | — | | −1.00 | −0.62 | −0.04 | −0.38 | | −1.05 | −0.54 | −0.05 | 0.03 | C2 | — | — | — | — | | −1.08 | −0.70 | −0.09 | −0.54 | | −1.14 | −0.70 | −0.07 | −0.02 | C3 | — | — | — | — | | −1.07 | −0.73 | −0.44 | −0.55 | | −1.14 | −0.77 | −0.27 | −0.10 | C4 | — | — | — | — | | −0.93 | −1.45 | −1.13 | −0.47 | | −0.94 | −0.90 | −0.45 | −0.20 | C5 | — | — | — | — | | −0.24 | −0.06 | −0.19 | −0.60 | | −0.26 | −0.18 | 0.08 | −0.01 | C6 | — | — | — | — | | −0.20 | 0.07 | −0.34 | −0.78 | | −0.25 | −0.14 | 0.07 | −0.07 | C7 | — | — | — | — | | −0.17 | −0.06 | −0.65 | −0.80 | | −0.26 | −0.24 | −0.10 | −0.16 | C8 | — | — | — | — | | −0.18 | −0.47 | −0.76 | −0.68 | | −0.28 | −0.37 | −0.28 | −0.25 | C9 | — | — | — | — | | −0.12 | 0.03 | −0.34 | −0.23 | | −0.11 | −0.05 | 0.10 | 0.11 | C10 | — | — | — | — | | −0.10 | −0.01 | −0.41 | −0.54 | | −0.10 | −0.07 | 0.09 | 0.07 | C11 | — | — | — | — | | −0.09 | −0.27 | −0.42 | −0.69 | | −0.10 | −0.17 | −0.02 | −0.05 | C12 | — | — | — | — | | −0.11 | −0.35 | −0.38 | −0.61 | | −0.11 | −0.22 | −0.17 | −0.20 | A1 | −0.69 | −0.45 | −0.02 | −0.26 | | — | — | — | — | | −1.01 | −0.65 | −0.04 | −0.23 | A2 | −0.87 | −0.59 | −0.09 | −0.46 | | — | — | — | — | | −1.09 | −0.74 | −0.07 | −0.40 | A3 | −0.87 | −0.64 | −0.40 | −0.49 | | — | — | — | — | | −1.07 | −0.80 | −0.33 | −0.45 | A4 | −0.50 | −1.38 | −1.22 | −0.67 | | — | — | — | — | | −0.61 | −0.76 | −1.42 | −0.71 | A5 | −0.13 | −0.10 | −0.19 | −0.51 | | — | — | — | — | | −0.22 | −0.11 | −0.04 | −0.41 | A6 | −0.11 | 0.09 | −0.29 | −0.71 | | — | — | — | — | | −0.18 | −0.10 | −0.13 | −0.60 | A7 | −0.11 | −0.12 | −0.57 | −0.72 | | — | — | — | — | | −0.13 | −0.19 | −0.47 | −0.62 | A8 | −0.06 | −0.57 | −0.89 | −0.86 | | — | — | — | — | | −0.08 | −0.34 | −0.91 | −0.86 | A9 | −0.06 | 0.02 | −0.28 | −0.20 | | — | — | — | — | | −0.08 | −0.04 | −0.26 | −0.17 | A10 | −0.05 | 0.05 | −0.33 | −0.46 | | — | — | — | — | | −0.06 | −0.05 | −0.34 | −0.41 | A11 | −0.06 | −0.18 | −0.35 | −0.58 | | — | — | — | — | | −0.05 | −0.12 | −0.35 | −0.53 | A12 | −0.07 | −0.31 | −0.49 | −0.86 | | — | — | — | — | | −0.06 | −0.22 | −0.51 | −0.88 |
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