## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 91

Fig.6 Measured and calculated in - line

) . afn + l.sk 0 = & kava afnt for -fm + Jannt ... improved

acceleration . only on node values ,

Fig.6 Measured and calculated in - line

**displacements**of towed pipe ( fixed at top) . afn + l.sk 0 = & kava afnt for -fm + Jannt ... improved

**displacement**, velocity andacceleration . only on node values ,

**displacement**, velocity and acceleration .Page 206

In a linear one - dimensional continuous system , the

spectrum at a location , s , may be specified by the following integral equation ; In

both the cases of the experimental and numerical results , the response spectra

are ...

In a linear one - dimensional continuous system , the

**displacement**responsespectrum at a location , s , may be specified by the following integral equation ; In

both the cases of the experimental and numerical results , the response spectra

are ...

Page 574

... system at time t - dt . ( AT ) is matrix which transfers the

measured in the local coordinate system ... The transformation matrix ( AT ) is

composed of submatrices [ tt ) , transforming

submatrix ( tr ) is ...

... system at time t - dt . ( AT ) is matrix which transfers the

**displacements**measured in the local coordinate system ... The transformation matrix ( AT ) is

composed of submatrices [ tt ) , transforming

**displacement**vectors . Thesubmatrix ( tr ) is ...

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

SECONDORDER EFFECTS | 113 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces