## 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 49

Herein we use the interference between two different rigid

such as a production

Fig. 4. A compliant offshore platform is subjected to the wave first-order and drift ...

Herein we use the interference between two different rigid

**risers**as an example,such as a production

**riser**and a drilling**riser**. This problem can be explained byFig. 4. A compliant offshore platform is subjected to the wave first-order and drift ...

Page 199

1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT This paper

presents the results of a research study to develop an empirical basis for

modeling hydrodynamic vortex-induced vibrations in marine

other ...

1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT This paper

presents the results of a research study to develop an empirical basis for

modeling hydrodynamic vortex-induced vibrations in marine

**risers**, tethers, andother ...

Page 315

USE OF FREQUENCY DOMAIN RESULTS IN EXTREME RESPONSE

ESTIMATION OF A TENSIONED

and ConCrete Trondheim, Norway Carl M. Larsen Department of Marine

Structures The ...

USE OF FREQUENCY DOMAIN RESULTS IN EXTREME RESPONSE

ESTIMATION OF A TENSIONED

**RISER**Elizabeth Passano SINTEF Structuresand ConCrete Trondheim, Norway Carl M. Larsen Department of Marine

Structures The ...

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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