Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 182
... expected drag and inertia forces . indicate that inertia force increases linearly with crest elevation , whereas drag increases as the square of crest elevation , as expected . After some algebra , we obtain the results given in Table 1 ...
... expected drag and inertia forces . indicate that inertia force increases linearly with crest elevation , whereas drag increases as the square of crest elevation , as expected . After some algebra , we obtain the results given in Table 1 ...
Page 184
... expected conditional force in time at Tern from both theory and experiment . We will also investigate the role of mixed drag and inertia loading on the structure . To compare non - linear Tern measurements with linear theory fairly , we ...
... expected conditional force in time at Tern from both theory and experiment . We will also investigate the role of mixed drag and inertia loading on the structure . To compare non - linear Tern measurements with linear theory fairly , we ...
Page 185
... expected inertia load scales as SPIT magnitude , whereas the leading order expected drag load scales as the square of SPIT magnitude . Also recall from §2 that we deduced a ratio a / ẞ = 2.0m for the relative size of inertia and drag ...
... expected inertia load scales as SPIT magnitude , whereas the leading order expected drag load scales as the square of SPIT magnitude . Also recall from §2 that we deduced a ratio a / ẞ = 2.0m for the relative size of inertia and drag ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
Hydroelastic and Articulated Structure | 41 |
Copyright | |
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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