1997
DOI: 10.1016/0029-8018(96)00009-1
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The hydrodynamic coefficients for an oscillating rectangular structure on a free surface with sidewall

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Cited by 42 publications
(6 citation statements)
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“…In [13,98] the added mass λ 33 of the rectangular pontoon oscillating vertically according to the law z = z 0 sin δt were studied (see Fig. 5.53).…”
Section: Rectangular Pontoon Floating Close To Flat Wallsmentioning
confidence: 99%
“…In [13,98] the added mass λ 33 of the rectangular pontoon oscillating vertically according to the law z = z 0 sin δt were studied (see Fig. 5.53).…”
Section: Rectangular Pontoon Floating Close To Flat Wallsmentioning
confidence: 99%
“…The hydrodynamic parameters for different cases and oscillation modes were obtained. Hsu and Wu (1997) applied the linear water wave theory and the Boundary Element Method (BEM) to the hydrodynamic coefficient for an oscillating rectangular structure on a free surface with sidewall, and negative added mass, sharp peaks in the damping and resonant behavior have been found. Hsu and Wu (1999) used again the boundary element method to the scattering of water wave by a submerged horizontal plate and a submerged permeable breakwater.…”
Section: Introductionmentioning
confidence: 96%
“…Zheng et al (2005) researched the interaction of a submerged rectangular buoy with incident linear waves on finite water depth and attained the solution of radiated potential and diffracted potential. The application of the latter is as Hsu and Wu (1997) applied the linear water wave theory and the Boundary Element Method (BEM) to the hydrodynamic coefficient for an oscillating rectangular structure on a free surface with sidewall, and the influence factors on damping coefficient have been found. Hsu and Wu (1999) again applied the boundary element method to the scattering of water wave by a submerged horizontal plate and a submerged permeable breakwater.…”
Section: Introductionmentioning
confidence: 99%