## 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 25

Wa (w) 200 Wg(w) 150 100 SO "> — i — 1 — i — 1 — i — 1 — r- Vg=13 (v) • •

IRREGULAR WAVES a (deg) 15 *lt 10 0.4 0.35 0.3 0.25 0.2 FIG. 13 AVERAGE ...

Wa (w) 200 Wg(w) 150 100 SO "> — i — 1 — i — 1 — i — 1 — r- Vg=13 (v) • •

**Load**Control T10 = 4(s) 0.4 0.6 0.8 1 1.2 Hoi/3 (m) FIG. 11 AVERAGE POWER INIRREGULAR WAVES a (deg) 15 *lt 10 0.4 0.35 0.3 0.25 0.2 FIG. 13 AVERAGE ...

Page 155

QUICKWAVE IS DERIVED FROM A CLOSED-FORM SOLUTION TO IMPULSIVE

and inertia forces as a function of time. The applied force is assumed to act as an

...

QUICKWAVE IS DERIVED FROM A CLOSED-FORM SOLUTION TO IMPULSIVE

**LOADING**The novel impulse algorithm used in Quickwave depends on appliedand inertia forces as a function of time. The applied force is assumed to act as an

...

Page 208

8 - TYPICAL BEHAVIOUR CURVE NONLINEAR PUSH-OVER ANALYSIS The

aim of a push-over analysis is to compute the Reserve Strength Ratio (RSR)

which is the ratio between the maximum

8 - TYPICAL BEHAVIOUR CURVE NONLINEAR PUSH-OVER ANALYSIS The

aim of a push-over analysis is to compute the Reserve Strength Ratio (RSR)

which is the ratio between the maximum

**load**that can be sustained to the design**load**.### What people are saying - Write a review

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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