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ACI ITG-9R

English -- Report on Design of Concrete Wind Turbine Towers

Organization:
ACI - American Concrete Institute
Year: 2016

Abstract: Scope: All references to turbine technology in this report are limited to horizontal axis turbines of the upwind, three-blade variety. Other variants of the horizontal axis turbines, such as the two-blade and down-wind blade orientation, have advantages and disadvantages in the categories of dynamic loads and blade/tower interference, but they are not addressed in this report. Refer to Wind Vision 2015 (U.S. Department of Energy 2015) for more information regarding horizontal axis turbines. This report is primarily for land-based towers, although reference is made to offshore towers when those data are applicable.
URI: http://yse.yabesh.ir/std;query=autho18262NAV9D40-%206972DD6ED52F9FCD0Facilities%20Engineering%20Command%226EFDEC9FCD/handle/yse/233810
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contributor authorACI - American Concrete Institute
date accessioned2017-10-18T11:01:20Z
date available2017-10-18T11:01:20Z
date copyright2016.10.01
date issued2016
identifier otherNDFJSFAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;query=autho18262NAV9D40-%206972DD6ED52F9FCD0Facilities%20Engineering%20Command%226EFDEC9FCD/handle/yse/233810
description abstractScope: All references to turbine technology in this report are limited to horizontal axis turbines of the upwind, three-blade variety. Other variants of the horizontal axis turbines, such as the two-blade and down-wind blade orientation, have advantages and disadvantages in the categories of dynamic loads and blade/tower interference, but they are not addressed in this report. Refer to Wind Vision 2015 (U.S. Department of Energy 2015) for more information regarding horizontal axis turbines. This report is primarily for land-based towers, although reference is made to offshore towers when those data are applicable.
languageEnglish
titleACI ITG-9Rnum
titleEnglish -- Report on Design of Concrete Wind Turbine Towersen
typestandard
page28
statusActive
treeACI - American Concrete Institute:;2016
contenttypefulltext
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