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Summary of tower designs for large horizontal axis wind turbinesTowers for large horizontal axis wind turbines, machines with a rotor axis height above 30 meters and rated at more than 500 kW, have varied in configuration, materials of construction, type of construction, height, and stiffness. For example, the U.S. large HAWTs have utilized steel truss type towers and free-standing steel cylindrical towers. In Europe, the trend has been to use only free-standing and guyed cylindrical towers, but both steel and reinforced concrete have been used as materials of construction. These variations in materials of construction and type of construction reflect different engineering approaches to the design of cost effective towers for large HAWTs. Tower designs are the NASA/DOE Mod-5B presently being fabricated. Design goals and requirements that influence tower configuration, height and materials are discussed. In particular, experiences with United States large wind turbine towers are elucidated. Finally, current trends in tower designs for large HAWTs are highlighted.
Document ID
19860009306
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Frederick, G. R.
(Toledo Univ. Ohio, United States)
Savino, J. M.
(NASA Lewis Research Center Cleveland, OH, United States)
Date Acquired
September 5, 2013
Publication Date
January 1, 1986
Subject Category
Energy Production And Conversion
Report/Patent Number
E-2803
NASA-TM-87166
DOE/NASA/20320-68
NAS 1.15:87166
Report Number: E-2803
Report Number: NASA-TM-87166
Report Number: DOE/NASA/20320-68
Report Number: NAS 1.15:87166
Meeting Information
Meeting: Energy-Source Technology Conference and Exhibition
Location: New Orleans, LA
Country: United States
Start Date: February 23, 1986
End Date: February 27, 1986
Sponsors: American Society of Mechanical Engineers
Accession Number
86N18776
Funding Number(s)
PROJECT: RTOP 776-33-41
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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