Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 50
The multi domain method is applied to the 3D - SDM , while the hydroelasticity is considered in this study . Since the adiabatic change is assumed in the air chamber , the pressure in linear to the volume change .
The multi domain method is applied to the 3D - SDM , while the hydroelasticity is considered in this study . Since the adiabatic change is assumed in the air chamber , the pressure in linear to the volume change .
Page 62
This result may be considered to be different from such a conclusive result of the MOB project that MOB is not feasible in severe wave condition . Where does this contradiction come from ? This is considered to be able to be roughly ...
This result may be considered to be different from such a conclusive result of the MOB project that MOB is not feasible in severe wave condition . Where does this contradiction come from ? This is considered to be able to be roughly ...
Page 71
For fluctuating wind velocity , only the main flow direction ( mean wind velocity direction ) is considered . The power spectrum of the fluctuating wind force is given by the following equation considering spatial correlation of wind ...
For fluctuating wind velocity , only the main flow direction ( mean wind velocity direction ) is considered . The power spectrum of the fluctuating wind force is given by the following equation considering spatial correlation of wind ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind