## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 164

2 ~4 6 8 70 72 14 tpacing parameter (L ID) 3 1 as 0.6 0.4 0.2 0 0 0.5 1 1.5 2 2.5 3

3.5 buckling

ultimate

2 ~4 6 8 70 72 14 tpacing parameter (L ID) 3 1 as 0.6 0.4 0.2 0 0 0.5 1 1.5 2 2.5 3

3.5 buckling

**pressure**parameter (<T la ) Figure 1: Effects of stiffener spacing onultimate

**pressure**. counts for large strains and displacements, as well as for ...Page 168

0.8 0.6 0.4 A 0.2 -H 0.2 0.4 0.6 normalized axial force 0.8 Figure 8: Effects of

Behavior and Design Having examined the effects of hydrostatic external

0.8 0.6 0.4 A 0.2 -H 0.2 0.4 0.6 normalized axial force 0.8 Figure 8: Effects of

**pressure**on axial capacity for stiffened tube C22J1 (KL/r = 50). Beam-ColumnBehavior and Design Having examined the effects of hydrostatic external

**pressure**on ...Page 169

In addition, the value of the interaction curve on the horizontal axis M„\ (i.e., the

ultimate moment under

Consequently, the beam-column Equation 23 may be rewritten as M Perl (l-P/Pc)

Mnl = 1 ...

In addition, the value of the interaction curve on the horizontal axis M„\ (i.e., the

ultimate moment under

**pressure**) can be calculated through Equation 10.Consequently, the beam-column Equation 23 may be rewritten as M Perl (l-P/Pc)

Mnl = 1 ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

7 other sections not shown

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### Common terms and phrases

added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind