联排凹曲面屋盖的风荷载特性试验研究
郝树仁,李天娥,彭辉,武海全,闫月勤,李海旺,苏宁

Experimental study on wind load characteristics of continuous roof with concave surface
Shuren HAO,Tian’e LI,Hui PENG,Haiquan WU,Yueqin YAN,Haiwang LI,Ning SU
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
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°
B1−0.88−0.54−0.06−0.04−0.91−0.61−0.050.02
B2−1.02−0.67−0.06−0.08−1.05−0.73−0.070.01
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
B9−0.09−0.05−0.010.07−0.07−0.02−0.060.07
B10−0.10−0.08−0.010.05−0.07−0.10−0.100.06
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
C1−1.00−0.62−0.04−0.38−1.05−0.54−0.050.03
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
C5−0.24−0.06−0.19−0.60−0.26−0.180.08−0.01
C6−0.200.07−0.34−0.78−0.25−0.140.07−0.07
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
C9−0.120.03−0.34−0.23−0.11−0.050.100.11
C10−0.10−0.01−0.41−0.54−0.10−0.070.090.07
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
A6−0.110.09−0.29−0.71−0.18−0.10−0.13−0.60
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
A9−0.060.02−0.28−0.20−0.08−0.04−0.26−0.17
A10−0.050.05−0.33−0.46−0.06−0.05−0.34−0.41
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