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- W2256272034 abstract "Today the knowledge concerning a monopile design under a cyclic loading is uncertain and the current standards might lead to the failure problems or to an uneconomical design. An inappropriate prediction of the stiffness for pile-soil system might lead to vibration problems resulting from the resonance that can occur between the natural frequency of the wind turbine and the frequencies of cyclic loads. In the paper the experimental results of small-scale tests on a stiff monopile are presented to outline the change in stiffness during the cyclic loading and the change in the ultimate pile capacity. The results confirm the increase of stiffness and the increase in bearing capacity resulting from cyclic loading. Performed analysis provides a better understanding of the problem and reveals some correlations that can be useful in the future design of stiff monopiles." @default.
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- W2256272034 date "2014-06-01" @default.
- W2256272034 modified "2023-09-23" @default.
- W2256272034 title "The stiffness change and the increase in the ultimate capacity for a stiff pile resulting from a cyclic loading" @default.
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