The wind pressure coefficients C
p on a pipe-framed greenhouse (or simply ‘pipe house’), whose shape consists of two or more curvatures, have been evaluated with a 1:20 scale model in a turbulent boundary layer. The length/width ratio of the model was 8.3. The C
p distribution was evaluated at various cross-sections of the model for various wind directions θ from 0° (normal to the ridge) to 90° (parallel to the ridge). The evaluated C
p distribution for θ=0° was compared with the specifications for greenhouses with gable and circular arc roofs in the current design standard for greenhouse structures, and a significant difference was observed. The C
p distribution changed significantly with wind direction. The largest negative C
p value was about -3.5 near the ridge corner when θ=25°. The influence of side gable openings on the external pressure coefficient C
pe and internal pressure coefficient C
pi were also investigated. It is found that the C
pe distribution was not affected by the openings. On the other hand, the influence of openings on the C
pi value was significant. When θ=0°, the value of C
pi was as low as -0.9, which sifted the net wind force coefficient C
f to a positive value. The value of C
pi depended on the location of the openings as well as on the wind direction. When θ=90°, the value of C
pi varied from -0.2 in the leeward opening case to +0.5 in the windward opening case.
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