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In addition, the shelter effect of the adjacent building reduces the windward pressure of the tracker and leads to a larger net pressure for the solar tracker on the downwind building, when the spacing between two buildings is less than five times of the building's height.
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It is also indicated that the buckling behavior of tanks under wind load is governed by the windward positive pressure while wind pressure in other region of tank essentially has no influence on the buckling performance.
With the wind perpendicular to one face it is shown that there is general agreement on the windward wall pressures between wind-tunnels and with the full-scale.
In the case of the building with a dominant windward opening, the internal pressure closely follows the external pressure at the opening, and the net pressures derived from AS1170.2 were smaller compared to the measured pressures in some areas near the roof windward edge.
The linear elastic bifurcation analyses are first carried out to examine the general buckling behavior of tanks under wind load, together with comparison to that of tanks under uniform pressure and windward positive pressure (only loaded by positive wind pressure in the windward region).
It is observed that the side ratio of buildings significantly affects the wind pressures on leeward and sidewalls, whereas wind pressure on windward wall is almost independent of side ratio.
The distribution of the wind pressures on windward side of the derrick was studied.
( F_{ 3} ): the force caused by the different pressures of windward side and the tailstock side of the train.
Full-scale and wind tunnel measurements of wind-induced pressures on windward, leeward and side faces of the super-tall building were analyzed and compared.
Full-scale and wind-tunnel measurements of wind-induced pressures on windward and leeward side of a building in built-up terrain are compared.
Pressure in the windward face is almost same.
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CEO of Professional Science Editing for Scientists @ prosciediting.com