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    Wind Loads on Low-Profile, Tilted, Solar Arrays Placed on Large, Flat, Low-Rise Building Roofs

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author:
    Gregory A. Kopp
    DOI: 10.1061/(ASCE)ST.1943-541X.0000825
    Publisher: American Society of Civil Engineers
    Abstract: The author examined wind loads on low-profile, roof-mounted solar arrays, placed on large, low-rise buildings with nearly flat roofs by using scale models in a boundary layer wind tunnel. The author also examined the effects of building size and array geometry on enveloping curves of area-averaged pressure coefficients, typical of use for design. It was found that wind loads on the array increase with building size; normalizing the effective wind area by the building wall size leads to enveloping curves that collapse onto a single curve for each array geometry. For tilt angles less than 10°, there is an approximate linear increase in the pressure coefficients as the tilt angle increases. For arrays with tilt angles of 10° or more, the wind loads do not depend significantly on the tilt angle and are relatively constant. Roof zones for wind loads on solar arrays are larger than roof zones for bare roofs and depend on the array tilt angle.
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      Wind Loads on Low-Profile, Tilted, Solar Arrays Placed on Large, Flat, Low-Rise Building Roofs

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    contributor authorGregory A. Kopp
    date accessioned2017-05-08T22:00:47Z
    date available2017-05-08T22:00:47Z
    date copyrightFebruary 2014
    date issued2014
    identifier other%28asce%29st%2E1943-541x%2E0000867.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68761
    description abstractThe author examined wind loads on low-profile, roof-mounted solar arrays, placed on large, low-rise buildings with nearly flat roofs by using scale models in a boundary layer wind tunnel. The author also examined the effects of building size and array geometry on enveloping curves of area-averaged pressure coefficients, typical of use for design. It was found that wind loads on the array increase with building size; normalizing the effective wind area by the building wall size leads to enveloping curves that collapse onto a single curve for each array geometry. For tilt angles less than 10°, there is an approximate linear increase in the pressure coefficients as the tilt angle increases. For arrays with tilt angles of 10° or more, the wind loads do not depend significantly on the tilt angle and are relatively constant. Roof zones for wind loads on solar arrays are larger than roof zones for bare roofs and depend on the array tilt angle.
    publisherAmerican Society of Civil Engineers
    titleWind Loads on Low-Profile, Tilted, Solar Arrays Placed on Large, Flat, Low-Rise Building Roofs
    typeJournal Paper
    journal volume140
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000825
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    contenttypeFulltext
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