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Effective boundary element method for the interaction of oblique waves with long prismatic structures in water of finite depth

An effective boundary element method (BEM) is presented for the interaction between oblique waves and long prismatic structures in water of finite depth. The Green's function used here is the basic Green's function that does not satisfy any boundary condition. Therefore, the discretized el...

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Published in:Ocean engineering 2008-04, Vol.35 (5), p.494-502
Main Authors: Zheng, Yong-Hong, Shen, Yong-Ming, Ng, Chiu-On
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Language:English
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description An effective boundary element method (BEM) is presented for the interaction between oblique waves and long prismatic structures in water of finite depth. The Green's function used here is the basic Green's function that does not satisfy any boundary condition. Therefore, the discretized elements for the computation must be placed on all the boundaries. To improve the computational efficiency and accuracy, a modified method for treatment of the open boundary conditions and a direct analytical approach for the singularity integrals in the boundary integral equation are adopted. The present BEM method is applied to the calculation of hydrodynamic coefficients and wave exciting forces for long horizontal rectangular and circular structures. The performance of the present method is demonstrated by comparisons of results with those generated by other analytical and numerical methods.
doi_str_mv 10.1016/j.oceaneng.2007.12.003
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subjects Applied sciences
Boundary element method
Buildings. Public works
Computation methods. Tables. Charts
Exact sciences and technology
Hydraulic constructions
Hydrodynamic coefficients
Interaction of oblique waves with structures
Marine
Offshore structure (platforms, tanks, etc.)
Structural analysis. Stresses
Wave force
title Effective boundary element method for the interaction of oblique waves with long prismatic structures in water of finite depth
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