2010
DOI: 10.1016/j.oceaneng.2009.12.004
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Cause and countermeasure of long-period oscillations of moored ships and the quantification of surge and heave amplitudes

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Cited by 22 publications
(11 citation statements)
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“…The boundary nodes j = 0 and N become the internal nodes in this case. Therefore, equation (2) can be applied to the two nodes j = 0 and N and becomes…”
Section: Prediction Of the Response Amplitudesmentioning
confidence: 99%
“…The boundary nodes j = 0 and N become the internal nodes in this case. Therefore, equation (2) can be applied to the two nodes j = 0 and N and becomes…”
Section: Prediction Of the Response Amplitudesmentioning
confidence: 99%
“…Resonance, when the period of incident infragravity waves is close to natural oscillation periods (NOPs) of the water basin, generates higher amplitude oscillations causing undesirable water motions. Such conditions interrupt berthing operations, further resulting in harbour downtime followed by economic losses (McComb et al, 2005;Van der Molen et al, 2006;Rabinovich, 2009;Uzaki et al, 2010).…”
Section: Introductionmentioning
confidence: 99%
“…The first group includes 'hard solutions' involving changes in the port infrastructures. These may entail: reducing the wave reflection coefficient of the target berth (Uzaki et al, 2010); reducing the wave penetration by extending breakwaters (McComb et al, 2009) or reducing resonance by modifying the harbour layout (Bellotti, 2007). The second group are seen as 'soft solutions' that, by modifying the mooring system, can be an effective and low-cost countermeasure (Sakakibara and Kubo, 2008a).…”
Section: Mooring System/arrangement Modificationmentioning
confidence: 99%