Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 327
Several previous investigations focused on establishing attenuation rates for long range propagation , thereby limiting the frequency range of interest to the O - 5000 Hz range ' . The overriding interest in this frequency range is ...
Several previous investigations focused on establishing attenuation rates for long range propagation , thereby limiting the frequency range of interest to the O - 5000 Hz range ' . The overriding interest in this frequency range is ...
Page 124
Assume the loading of the storage tank leads to a long term wave induced stress range Ao . This stress range is modelled by a Weibull distribution 0.5 0.15 TABLE 1 : Basic variable distributions Basic Variables Distribution Initial ...
Assume the loading of the storage tank leads to a long term wave induced stress range Ao . This stress range is modelled by a Weibull distribution 0.5 0.15 TABLE 1 : Basic variable distributions Basic Variables Distribution Initial ...
Page 130
The effect on an object of each randon factor is determined by the range of the object that the factor corrsponds . Since the range for the variation coefficient of 3 randon variables is between 0.1 and 0.3 , it can be concluded that ...
The effect on an object of each randon factor is determined by the range of the object that the factor corrsponds . Since the range for the variation coefficient of 3 randon variables is between 0.1 and 0.3 , it can be concluded that ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces