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

### From inside the book

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Page 167

Zero prenure 0.3 6.6 0.9 1.2 normalized i lender nett ratio — I — OS reduced

comparison with design equations. ratio defined as follows: (12) On the other

hand, the recent ...

Zero prenure 0.3 6.6 0.9 1.2 normalized i lender nett ratio — I — OS reduced

**yield stress**can be written as Figure 7: Buckling curve for tube C22J1;comparison with design equations. ratio defined as follows: (12) On the other

hand, the recent ...

Page 363

A DESIGN-ORIENTED INVESTIGATION INTO THE COLLISION STRENGTH OF

DOUBLE-HULLED STRUCTURES H. ... respectively Oy1 ,Cy2 the equivalent

t2 ...

A DESIGN-ORIENTED INVESTIGATION INTO THE COLLISION STRENGTH OF

DOUBLE-HULLED STRUCTURES H. ... respectively Oy1 ,Cy2 the equivalent

**yield strength**of the side shell, longitudinal and vertical direction, respectively tl ,t2 ...

Page 364

THE STRENGTH ANALYSIS METHOD IN COLLISION So far, many studies on

the strength of ships in collision and in ... The strength of it is calculated by

multiplying the

by ...

THE STRENGTH ANALYSIS METHOD IN COLLISION So far, many studies on

the strength of ships in collision and in ... The strength of it is calculated by

multiplying the

**yield strength**by the total effective area of a column which is givenby ...

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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