Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 15
... developed friction is therefore the same as the fully available soil friction along the entire length of the pile . Since the ESAS are deeply buried , the soil failure surface may not reach the seafloor surface . Therefore , the ...
... developed friction is therefore the same as the fully available soil friction along the entire length of the pile . Since the ESAS are deeply buried , the soil failure surface may not reach the seafloor surface . Therefore , the ...
Page 16
... developed passive forces of the soil , Fxc and Fxd are the developed active forces of the soil , Vxa , Vxb , Vxc , and Vxd are the developed frictional forces between the pile and the soil , L is the length of the pile , H " is the ...
... developed passive forces of the soil , Fxc and Fxd are the developed active forces of the soil , Vxa , Vxb , Vxc , and Vxd are the developed frictional forces between the pile and the soil , L is the length of the pile , H " is the ...
Page 217
... developed successfully in Japan ( Ooi et al . , 1986 ; Miyai et al . , 1988 , 1989 , 1996 ; Chitrakar et al . , 2001 ; Umeno , 2002 ) . The next step is how to develop the recovery system of lithium from seawater . Nobukawa et al ...
... developed successfully in Japan ( Ooi et al . , 1986 ; Miyai et al . , 1988 , 1989 , 1996 ; Chitrakar et al . , 2001 ; Umeno , 2002 ) . The next step is how to develop the recovery system of lithium from seawater . Nobukawa et al ...
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25th International Conference aerogel amplitude analysis angle Arctic Engineering June ASME B-spline boundary condition buoy calculated coefficient components computed Conference on Offshore Copyright 2006 cylinder damping density diameter distribution dynamic effect Engineering June 4-9 equation experimental Figure flow fluid force free surface frequency friction function hindcast horizontal hull hydrocyclone hydrodynamic ice loads ice strength interaction internal wave linear LNG carriers maximum measured Mechanics and Arctic method model tests motion neural network nonlinear numerical Ocean Engineering Offshore Mechanics OMAE2006 25th International oscillation parameters pile potential prediction pressure Proceedings of OMAE2006 propeller ratio regular wave Research shear shear stress ship ship motions significant wave height simulation solution spectra spectrum speed stress structure tank temperature towed vehicle trimaran values variable velocity velocity potential vertical vessel vibration VIVACE Converter vortex Vortex Induced Vibrations water depth wave energy wave power wind