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 167
... load , transverse load , in- line overturning moment , and transverse overturning moment . Due to the size of the base load cells , it was necessary to mount them underneath the base plate . Four aluminum rods were mounted to the load ...
... load , transverse load , in- line overturning moment , and transverse overturning moment . Due to the size of the base load cells , it was necessary to mount them underneath the base plate . Four aluminum rods were mounted to the load ...
Page 169
The loads recorded for the base loading and the deck loading when the model was tested at the diagonal orientation were ... load cell which is fixed to the model . The X direction is the direction of wave propagation in the end - on ...
The loads recorded for the base loading and the deck loading when the model was tested at the diagonal orientation were ... load cell which is fixed to the model . The X direction is the direction of wave propagation in the end - on ...
Page 218
... loads including permanent , environmental ( wind , current etc. ) and wave loads ( wave load analysis ) and their application as well as load combinations must be defined before analysis . Analysis Finite Element Analysis are used to ...
... loads including permanent , environmental ( wind , current etc. ) and wave loads ( wave load analysis ) and their application as well as load combinations must be defined before analysis . Analysis Finite Element Analysis are used to ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
VOLUME IB OFFSHORE TECHNOLOGY | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave increase inertia length linear maximum method mooring line mooring system natural frequency nonlinear North Sea obtained offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser sensor ship shown in Figure simulation solution spectral spectral density stability surface elevation surge Table 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 loading wave period wave power wind wire rope