Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 58
... expressed [ Chakrabarti ( 1978 ) ] as $ ( r ,, 0 , ) = Σ a ” w ' + igH cosh ko ( y + d ) 2w cosh kod { Σ A , H ̧ ( k ̧r ̧ ) exp [ in☺ ̧ ] + jo Σ ΣΑΗ ... ( KL , ) Jm ( kor , ) i = 1 , M = 180 i # j H n + m exp [ im ( a -0 , ) ] exp ...
... expressed [ Chakrabarti ( 1978 ) ] as $ ( r ,, 0 , ) = Σ a ” w ' + igH cosh ko ( y + d ) 2w cosh kod { Σ A , H ̧ ( k ̧r ̧ ) exp [ in☺ ̧ ] + jo Σ ΣΑΗ ... ( KL , ) Jm ( kor , ) i = 1 , M = 180 i # j H n + m exp [ im ( a -0 , ) ] exp ...
Page 437
... expressed by certain other tensors having orders other than one . By adopting a two - dimensional node identification method , the GCDQ discretization for a partial derivative of order m + n at discrete point ( a , B ) can be expressed ...
... expressed by certain other tensors having orders other than one . By adopting a two - dimensional node identification method , the GCDQ discretization for a partial derivative of order m + n at discrete point ( a , B ) can be expressed ...
Page 439
... expressed by αδέ = αδί J ( m + n + o + p ) Y ; მ şm მუ n მ ço მო las ( 40 ) The generalized coordinates and appropriate analytical func- tions can also be expressed by certain other tensors having orders other than one . If the ...
... expressed by αδέ = αδί J ( m + n + o + p ) Y ; მ şm მუ n მ ço მო las ( 40 ) The generalized coordinates and appropriate analytical func- tions can also be expressed by certain other tensors having orders other than one . If the ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave