## 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 247

Some comparisons between the predictions and the measurements are also

given in the paper . : Water depth : Wave forces acting on the tanker in the surge

and sway directions

...

Some comparisons between the predictions and the measurements are also

given in the paper . : Water depth : Wave forces acting on the tanker in the surge

and sway directions

**respectively**: Current forces acting on the tanker in the surge...

Page 267

For convience , these periodic solutions of period 1 and period 2 called P - 1 and

P - 2 solutions ,

the Runge - Kutta fourth - order method with the time step size of integration .

For convience , these periodic solutions of period 1 and period 2 called P - 1 and

P - 2 solutions ,

**respectively**. For numerical integration , in this study , we employthe Runge - Kutta fourth - order method with the time step size of integration .

Page 158

1 where cr7/ and <ry are the yield stresses in tension and compression,

percentage of stress remaining after failure in tension and compression,

1 where cr7/ and <ry are the yield stresses in tension and compression,

**respectively**, and T]T and r]C are the softening factors representing thepercentage of stress remaining after failure in tension and compression,

**respectively**), nT ^ 1 and/or ...### What people are saying - Write a review

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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