2005
DOI: 10.1016/j.apor.2005.12.002
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Stiffness of mooring lines and performance of floating breakwater in three dimensions

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Cited by 71 publications
(39 citation statements)
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References 14 publications
(27 reference statements)
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“…Analytical solutions of the hydrodynamic problem are available for simple geometries and regular waves [14]. Loukogeorgaki et al [15] and Diamantoulaki et al [16] used a 3-D hydrodynamic model to investigate the performance of floating breakwaters. Recently, 3-D analysis for a V-shaped floating breakwater was used by Briggs et al [17], including hydroelasticity.…”
Section: Introductionmentioning
confidence: 99%
“…Analytical solutions of the hydrodynamic problem are available for simple geometries and regular waves [14]. Loukogeorgaki et al [15] and Diamantoulaki et al [16] used a 3-D hydrodynamic model to investigate the performance of floating breakwaters. Recently, 3-D analysis for a V-shaped floating breakwater was used by Briggs et al [17], including hydroelasticity.…”
Section: Introductionmentioning
confidence: 99%
“…When we put all these pieces together it is clear that the influence of wave steepness is the dominant parameter compared to structural parameters (submergence degree and inclination angle) and its value essentially determines the level of the performance of the ITP. This fundamental process was also observed in floating breakwaters [9][10][11]. In physical sense, this means that for a given ITP configuration, the energy dissipation process due to the presence of ITP is heavily dependent on the incoming wave characteristics.…”
Section: Resultsmentioning
confidence: 92%
“…This behavior is quite common also for floating breakwaters and other types of pile supported breakwaters [9,10,18,20,21,24,26]. In addition, for a given length of mildly sloped cases of ITP (i.e.…”
Section: Discussionmentioning
confidence: 92%
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