Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
From inside the book
Results 1-3 of 79
Page 26
... floating airport , the draft is df = 2m , as shown in Fig . 2. Thickness of top layer is set constant as 3cm in order that the vertical displacement of the floating airport is within the top layer . Figure 3 shows the simulated ...
... floating airport , the draft is df = 2m , as shown in Fig . 2. Thickness of top layer is set constant as 3cm in order that the vertical displacement of the floating airport is within the top layer . Figure 3 shows the simulated ...
Page 259
... floating bodies in finite water depth . For a floating rectangular section in the finite water depth , the separated region method ( eigenvalue method ) is very useful to predict the hydrodynamic forces on the body . The method has been ...
... floating bodies in finite water depth . For a floating rectangular section in the finite water depth , the separated region method ( eigenvalue method ) is very useful to predict the hydrodynamic forces on the body . The method has been ...
Page 264
... floating breakwater shows better performance than a single breakwater . But the multi- floating breakwater is resonated at certain frequencies , and the transmission coefficients become 1 at its state of resonance . Also the ...
... floating breakwater shows better performance than a single breakwater . But the multi- floating breakwater is resonated at certain frequencies , and the transmission coefficients become 1 at its state of resonance . Also the ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
Hydroelastic and Articulated Structure | 41 |
Copyright | |
11 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz Figure floating airport floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave inertia length linear load cells maximum method Mighty Whale mooring line mooring system motion nonlinear North Sea obtained Ocean offshore structures OMAE optimal oscillating parameters peak platform potential predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown simulation spectral spectral density stability surface elevation Table tank tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave period wave power wind wire rope