Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 37
Page 32
... assumed to be time harmonic with the same frequency , w , of the incoming waves . Hereafter , we will represent any time - harmonic function , say f ' ( x , y , t ) , as the real part of f ( x , y ) e - iwt by introducing a complex ...
... assumed to be time harmonic with the same frequency , w , of the incoming waves . Hereafter , we will represent any time - harmonic function , say f ' ( x , y , t ) , as the real part of f ( x , y ) e - iwt by introducing a complex ...
Page 55
... assumption that was already mentioned in the preceding paragraph , the total mooring force is expressed as , F „ ( t ) = − { k ( l ( t ) −1 ) + T } Ñ „ ( t ) . ( 27 ) By | << 1,1 , the length of the tether can be assumed like the ...
... assumption that was already mentioned in the preceding paragraph , the total mooring force is expressed as , F „ ( t ) = − { k ( l ( t ) −1 ) + T } Ñ „ ( t ) . ( 27 ) By | << 1,1 , the length of the tether can be assumed like the ...
Page 66
... assumption that columns can be replaced by box which has same projected area as shown in Fig . 12 agrees with experimental ... assumed that the distribution of pressure on deck is represented by that of two- dimensional plate , L Cp ( x ) ...
... assumption that columns can be replaced by box which has same projected area as shown in Fig . 12 agrees with experimental ... assumed that the distribution of pressure on deck is represented by that of two- dimensional plate , L Cp ( x ) ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind