Banks [ 9] analyzed the mechanism associated with peak loads on rooftop solar arrays. The conical vortices induced significantly large peak loads at oblique wind angles. Furthermore, the peak loads depended on panel directions and panel locations.
The mathematical model of wind loads on solar panels at various roof zones for building height was proposed. The largest C ‾ f m and C f m among all wind angles θ varied significantly with roof locations. The modules at roof corners experienced the large C ‾ f m and C f m due to the strengthened conical vortices at oblique wind angles.
Stathopoulos et al (2014) studied wind effect on solar panels mounted on the roofs of 7 m and 16 m high buildings, and it was found that height of building has little effects on wind load of panels.
Kopp and Banks (2013) suggested that most unfavorable extreme wind pressure coefficient and design wind load of roof mounted photovoltaic panels should be given in combination with roof partition based on ASCE code.
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