Wind Loads on Low-Profile, Tilted, Solar Arrays Placed on Large, Flat, Low-Rise Building RoofsSource: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002Author:Gregory A. Kopp
DOI: 10.1061/(ASCE)ST.1943-541X.0000825Publisher: 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.
|
Collections
Show full item record
contributor author | Gregory A. Kopp | |
date accessioned | 2017-05-08T22:00:47Z | |
date available | 2017-05-08T22:00:47Z | |
date copyright | February 2014 | |
date issued | 2014 | |
identifier other | %28asce%29st%2E1943-541x%2E0000867.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68761 | |
description 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. | |
publisher | American Society of Civil Engineers | |
title | Wind Loads on Low-Profile, Tilted, Solar Arrays Placed on Large, Flat, Low-Rise Building Roofs | |
type | Journal Paper | |
journal volume | 140 | |
journal issue | 2 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)ST.1943-541X.0000825 | |
tree | Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002 | |
contenttype | Fulltext |