1998
DOI: 10.1016/s0029-8018(96)00044-3
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Mooring forces and motion responses of pontoon-type floating breakwaters

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Cited by 127 publications
(66 citation statements)
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“…The extended quasi-static model of mooring cable that has been applied into moored floating breakwaters (Sannasiraj et al 1998) is used in this paper. In this model, the cable is assumed to be perfectly flexible, inextensible, and heavy.…”
Section: Model Of the Mooring Cablementioning
confidence: 99%
See 1 more Smart Citation
“…The extended quasi-static model of mooring cable that has been applied into moored floating breakwaters (Sannasiraj et al 1998) is used in this paper. In this model, the cable is assumed to be perfectly flexible, inextensible, and heavy.…”
Section: Model Of the Mooring Cablementioning
confidence: 99%
“…Each blade is modeled as a Bernoulli-Euler cantilever beam vibrating in its fundamental mode. The mooring cables are modeled using an extended quasi-static method (Sannasiraj et al 1998). The hydrodynamic effects are calculated by using Morison's equation and strip theory, and consist of added mass forces, fluid inertia forces and viscous drag forces.…”
Section: Introductionmentioning
confidence: 99%
“…It was concluded that though the stiffness of mooring lines did not modify the hydrodynamic performance characteristics of the breakwater, use of mooring lines with adequate stiffness is essential. Sannasiraj et al (1998) based on the experimental and theoretical investigations on the behavior of pontoon type floating breakwaters concluded that theoretical and experimental measurements showed good agreement. The moorings at the water surface and at the bottom of the floating breakwater yielded significantly smaller mooring forces than those obtained with crossed mooring.…”
Section: Introductionmentioning
confidence: 98%
“…flexibility of future extensions, mobility, preservation of environments and economical efficiency, etc. As a result, a few investigations have proposed to improve the performance of floating breakwaters [1,2,3,5,8,11,12,14]. Of these, most numerical approaches relating to floating breakwaters have focused on developing numerical techniques that capture the fully nonlinear free-surface motion based on a grid system.…”
Section: Introductionmentioning
confidence: 99%