Vergleich von Ansätzen zur Prognose der Langzeitverformungen von OWEA-Monopilegründungen in Sand - Teil 1: Grundlagen der Ansätze und Parameterkalibration
Author(s): |
Konrad Westermann
Hauke Zachert Torsten Wichtmann |
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Medium: | journal article |
Language(s): | German |
Published in: | Bautechnik, May 2014, n. 5, v. 91 |
Page(s): | 309-323 |
DOI: | 10.1002/bate.201300094 |
Abstract: |
Comparison of methods for the prediction of long-time-deformations of OWEA monopile foundations in sandIn the process of renewable-energy-development the number of offshore wind parks in the North Sea and the Baltic Sea increases. The offshore wind power plants are often founded on a single large pile, a so-called monopile. The cyclic loading due to wind and waves causes an accumulation of deformation in the soil which may lead to a permanent tilting of the monopiles. Different methods have been developed for the prediction of these non-linear long-term deformations. |
Keywords: |
offshore-wind power plant laboratory testing offshore wind power plants monopile foundation deformation accumulations high cyclic loading high-cyclic loading comparison of methods laboratory tests
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10070028 - Published on:
20/05/2014 - Last updated on:
13/08/2014