Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 315
... extreme distributions for the response of a tensioned marine riser in a short - term storm condition . Response quantities such as moments and displacements may be significantly non - Gaussian mainly due to drag forces and varying ...
... extreme distributions for the response of a tensioned marine riser in a short - term storm condition . Response quantities such as moments and displacements may be significantly non - Gaussian mainly due to drag forces and varying ...
Page 119
... Extreme and reduced forces in capacity calculations Probability of failure Sample Soil - structure interaction size With extreme With reduced forces factor forces 200 3.52.104 2.13.104 0.91 400 4.17-104 1.99-104 0.90 600 4.75-104 2.52 ...
... Extreme and reduced forces in capacity calculations Probability of failure Sample Soil - structure interaction size With extreme With reduced forces factor forces 200 3.52.104 2.13.104 0.91 400 4.17-104 1.99-104 0.90 600 4.75-104 2.52 ...
Page 130
... extreme response predicted by the linearized analysis deviates significantly from the response corresponding to the nonlinear analysis , ( upto 25 % ) . Results from the two different linearization methods are compared in Table 5. For ...
... extreme response predicted by the linearized analysis deviates significantly from the response corresponding to the nonlinear analysis , ( upto 25 % ) . Results from the two different linearization methods are compared in Table 5. For ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind