2016
DOI: 10.1016/j.oceaneng.2016.08.009
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Damage detection of TLP and Spar floating wind turbine using dynamic response of the structure

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Cited by 45 publications
(21 citation statements)
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“…These expenses are significantly increased in offshore platforms [38]. Therefore, the use of SHM as a tool to prevent sudden damage yields essential benefits in this industry [39].…”
Section: Economic Justificationmentioning
confidence: 99%
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“…These expenses are significantly increased in offshore platforms [38]. Therefore, the use of SHM as a tool to prevent sudden damage yields essential benefits in this industry [39].…”
Section: Economic Justificationmentioning
confidence: 99%
“…Their approach enabled the calculation of changes in the form of the structure and the differentiation of possible failures. Other closely related works have presented dynamic models of the behavior of this type of structure; these models include the relationship between ocean currents under the ocean and wind currents on the surface, which may affect the analysis of the captured data [39]. Oliveira et al [58] show the implementation of modal analysis in turbines based on vibration, building strategies to reduce the influence of EOVs through statistical analysis.…”
Section: Operational and Environmental Conditionsmentioning
confidence: 99%
“…According to Figure 27 In order to investigate the performance of the proposed method in the presence of environmental noise, the white Gaussian noise is added to the testing data with different signal-to-noise (SNR) values for more realistic assumptions. SNR is defined as follows 9,[51][52][53] SNR dB = 10 log 10 P signal P noise ð27Þ…”
Section: Damage Detection Of the Lab-scale Offshore Jacket Modelmentioning
confidence: 99%
“…Offshore structures operate under varying Environmental and Operating Conditions (EOCs) such as wind speed (WS), significant wave height (SWH), current, temperature and others, which partially or fully "mask" the effects of damages on the structural dynamics, rendering SHM highly challenging [1][2][3][4]. The SHM of tendons [5][6][7][8], mooring lines [9][10][11][12][13], offshore platforms [14][15][16][17][18][19][20][21] and OWT towers [21][22][23], has been mostly investigated albeit under constant EOCs. However, the realistic case of varying EOCs that significantly affects the structural dynamics and makes SHM difficult, has been considered only in a limited number of studies [1][2][3][24][25] with focus mostly on platforms and towers of OWTs.…”
Section: Introductionmentioning
confidence: 99%