Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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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 | |
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind