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 43
Page 33
... equations of motion of the plate , equation ( 1 ) , and the fluid , equation ( 6 ) , we obtain the following governing equation : DA3411 + pgA11 - ( m + h ) w2 Av11 + pk ) pw2 -V11 = 0 . h ( 12 ) The first two terms in equation ( 12 ) ...
... equations of motion of the plate , equation ( 1 ) , and the fluid , equation ( 6 ) , we obtain the following governing equation : DA3411 + pgA11 - ( m + h ) w2 Av11 + pk ) pw2 -V11 = 0 . h ( 12 ) The first two terms in equation ( 12 ) ...
Page 34
... equation ( 17 ) for j = 0 can be written as ( A + k2 ) % = 0 , = ( 18 ) which is the Helmholtz equation for the hydroelastic waves in Region II . The other two equations for j 1,2 give the evanescent solutions trapped near the edges of ...
... equation ( 17 ) for j = 0 can be written as ( A + k2 ) % = 0 , = ( 18 ) which is the Helmholtz equation for the hydroelastic waves in Region II . The other two equations for j 1,2 give the evanescent solutions trapped near the edges of ...
Page 55
... equations : T ( 2 ) = T ( 2 ) + T ( 2 ) , = T @ - ΣΣΕ , et + Tou Тpij = km3m .ñm ' τω = ΣΣΕ = 1 ( 21 ) -ia ' + Tave - tavi ] , ( 22 ) ( 23 ) + T 小( 24 ) -7 ( x - x . ) lo m Equation of motion of in - plane in time domain : The equation ...
... equations : T ( 2 ) = T ( 2 ) + T ( 2 ) , = T @ - ΣΣΕ , et + Tou Тpij = km3m .ñm ' τω = ΣΣΕ = 1 ( 21 ) -ia ' + Tave - tavi ] , ( 22 ) ( 23 ) + T 小( 24 ) -7 ( x - x . ) lo m Equation of motion of in - plane in time domain : The equation ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
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