Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 81
Page 21
... energy limit . Table 1 shows that mode 9 has the highest energy level . The energy levels presented in Table 1 are TABLE 1 : Modes and its energy levels for the time series wave data ( M12 ) Mode Mode Number Normalized Energy -2.000 1 1 ...
... energy limit . Table 1 shows that mode 9 has the highest energy level . The energy levels presented in Table 1 are TABLE 1 : Modes and its energy levels for the time series wave data ( M12 ) Mode Mode Number Normalized Energy -2.000 1 1 ...
Page 302
... energy in the system is the sum of the maximum bending strain energy , VBn , and the maximum gravitational potential energy , VPn : V12 = [ [ ( V ̧ . ) , ] = [ { ^ _ ^ √ ' £ , I , ( x ) ( 5 ′′ „ ( x ) ) 2dx ] Bn A3 i Bn [ ' E , I , ( x ) ...
... energy in the system is the sum of the maximum bending strain energy , VBn , and the maximum gravitational potential energy , VPn : V12 = [ [ ( V ̧ . ) , ] = [ { ^ _ ^ √ ' £ , I , ( x ) ( 5 ′′ „ ( x ) ) 2dx ] Bn A3 i Bn [ ' E , I , ( x ) ...
Page 303
... Energy is also dissipated through microscopic asperities between contact surfaces as pointed out by Claren and Diana [ 4 ] , even though there is no macroscopic slip between them . This energy loss , however , is believed to be small ...
... Energy is also dissipated through microscopic asperities between contact surfaces as pointed out by Claren and Diana [ 4 ] , even though there is no macroscopic slip between them . This energy loss , however , is believed to be small ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
29 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis axial behaviour boundary bubble buoy cable calculated Campos Basin coefficients compliant tower components configuration crane vessels cylinder damping model damping ratio developed direction displacement distribution domain drag coefficient drag force dynamic response effect Engineering equation estimated experimental Figure floating flow fluid heave motion hydrodynamic hydrodynamic damping installation interaction internal wave irregular waves Karunakaran length linear load matrix measured method modal mode model testing module natural frequency natural period nondimensional nonlinear obtained Ocean Offshore Structures operations oscillation parameters peak pipe pipeline platform pontoon potential predicted pressure ratio Rayleigh Rayleigh distribution resonant riser rotation second-order semisubmersible ship shown simulation spectra spectrum stiffness Stirling engine subsea surge tank technique tendon tension tethers transfer function values vector velocity velocity potential vertical vessel vibration water depth wave force wave height wave period