Static, seismic and stability analyses of a prototype wind turbine steel tower
Abstract
Selected results of a study concerning the load bearing capacity and the seismic behavior of a prototype steel tower for a 450 kW wind turbine with a horizontal power transmission axle are presented. The main load bearing structure of the steel tower rises to almost 38 m high and consists of thin-wall cylindrical and conical parts, of varying diameters and wall thicknesses, which are linked together by bolted circular rings. The behavior and the...
Paper Details
Title
Static, seismic and stability analyses of a prototype wind turbine steel tower
Published Date
Aug 1, 2002
Journal
Volume
24
Issue
8
Pages
1015 - 1025
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