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Structural monitoring of a wind turbine steel tower: Part II: monitoring results
University of Coimbra.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0003-4791-2341
University of Coimbra.
University of Coimbra.
2012 (English)In: Wind and Structures, ISSN 1226-6116, E-ISSN 1598-6225, Vol. 15, no 4, p. 301-311Article in journal (Refereed) Published
Abstract [en]

This 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.

Place, publisher, year, edition, pages
2012. Vol. 15, no 4, p. 301-311
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
URN: urn:nbn:se:ltu:diva-4430Local ID: 2602f080-49e7-484f-be60-fe0cf29aa223OAI: oai:DiVA.org:ltu-4430DiVA, id: diva2:977303
Note
Validerad; 2012; 20120806 (ysko)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-06-08Bibliographically approved

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Veljkovic, Milan

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