2006
DOI: 10.1016/j.oceaneng.2005.05.016
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On-line identification and convergence analysis of excitation-force and drag-force models for moored floating structures

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2006
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“…Using Fig. 6 and putting Equation (13) into Equation (12), the impulse-response function is numerically found. Figure 7 shows different impulseresponse functions for a set of values of D and d. One concludes the importance of the response for low depths and relatively large diameters.…”
Section: Equations Of Motion: Modelmentioning
confidence: 99%
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“…Using Fig. 6 and putting Equation (13) into Equation (12), the impulse-response function is numerically found. Figure 7 shows different impulseresponse functions for a set of values of D and d. One concludes the importance of the response for low depths and relatively large diameters.…”
Section: Equations Of Motion: Modelmentioning
confidence: 99%
“…Fortunately, the evanescence of κ(τ ) for τ → ∞ and the passivity of system (17) and (18) indicate that the fact of supposing f 0 = 0 has no effect on the accuracy of the solution d(t) at steady state (see [12]). So, for the following studies in steady state, it is assumed null.…”
Section: Equations Of Motion: Modelmentioning
confidence: 99%