Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 109
... equation is valid and reads : ( 7 ) 2 2 Р gz + 몸 + 글 ( 10 ) ( 0 ) ) + = 0 at ( 8 ) By introducing the pressure p * above the hydrostatic pressure , the Bernoulli equation is written as : + 2 1 = - - + at 2 ) ( 9 ) By differentiating ...
... equation is valid and reads : ( 7 ) 2 2 Р gz + 몸 + 글 ( 10 ) ( 0 ) ) + = 0 at ( 8 ) By introducing the pressure p * above the hydrostatic pressure , the Bernoulli equation is written as : + 2 1 = - - + at 2 ) ( 9 ) By differentiating ...
Page 110
... equation can be written : d ( V £ + ▾a ) = - + dt VA ( V ₤ + Va ) ( 21 ) Eq . ( 27 ) is identical to the equations ( 10 ) and ( 11 ) found using the potential flow theory and the Bernoulli equation . From the analysis above it is shown ...
... equation can be written : d ( V £ + ▾a ) = - + dt VA ( V ₤ + Va ) ( 21 ) Eq . ( 27 ) is identical to the equations ( 10 ) and ( 11 ) found using the potential flow theory and the Bernoulli equation . From the analysis above it is shown ...
Page 241
... equation 5 into equation 2 , then multiply m ( x ) = sin ( m2 ) , m = 1 , 2 , ... , ∞o to both sides of the dynamic equation , integrate over x = 0 to 1 = L , use orthogonality conditions , the resulting normal coordinate dynamic ...
... equation 5 into equation 2 , then multiply m ( x ) = sin ( m2 ) , m = 1 , 2 , ... , ∞o to both sides of the dynamic equation , integrate over x = 0 to 1 = L , use orthogonality conditions , the resulting normal coordinate dynamic ...
Contents
OCEAN WAVES | 1 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 25 |
Copyright | |
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added mass amplitude analysis applied array assumed body boundary calculated circular cylinder coefficient comparison component computed considered constant corresponding crest cylinder damping defined depends depth determined direction distribution domain drag coefficient drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid forward frequency function given horizontal hydrodynamic incident increase inertia integral irregular Kc number length lift force linear load low-frequency maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters period pile plate potential predicted presented pressure problem radiation range reference regular waves respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge swing Table theory velocity vertical vessel vortex wave force wave height