Structural monitoring of a wind turbine steel tower - Part II: monitoring results
2012; Volume: 15; Issue: 4 Linguagem: Inglês
10.12989/was.2012.15.4.301
ISSN1598-6225
AutoresCarlos Rebelo, Milan Veljković, R.M.M.P. de Matos, Luís Simões da Silva,
Tópico(s)Engineering Structural Analysis Methods
ResumoThis paper presents results from the structural monitoring of a steel wind tower characterized and presented in Part I of the paper. Monitoring period corresponds to about fifteen months of measurements. Results presented refer to stress distribution on shell and in bolts at different heights, stress fatigue spectra, section forces along height evaluated from the stress measurements and comparison with design forces, dynamic response in terms of accelerations, stresses, deflections and rotations.
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