## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 272

We can not integrate this equation by ordinary integration as Runge - Kutta method in initial

We can not integrate this equation by ordinary integration as Runge - Kutta method in initial

**problem**. To solve this , the method of Goodman - Lance was applied , in which this two points boundary value**problem**was modified by using ...Page 272

2 2 2 2 The first-order

2 2 2 2 The first-order

**problem**is a nonhomogeneous boundary value**problem**, it can be split into two**problem**, let <t> -4>\+<t>2 U -V1+U2 V =V1+V2 then one**problem**can be expressed as with the boundary condition as follows c/;-w=o,*=o ...Page 380

structure X [ // f ( x , z ) o - int near - field Z

structure X [ // f ( x , z ) o - int near - field Z

**problem**1 free field A44444444 far - field X seismic waves Peiwt Figure 1 -**Problem**Geometry O = 01 + Poz + S03 + M04 ( 1.a ) Z**problem**2 - normal oscillating force u = U_ + Puz + Suz ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |

The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |

Copyright | |

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### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients compared Comparison components computed considered coordinate corresponding cylinder damping defined depth determined developed direction displacement distribution domain drag drift dynamic effects element Engineering equation estimate experimental experiments expressed field Figure floating flow fluid force frequency function given horizontal hydrodynamic incident included increase integral interaction joint length lift force linear loading mass mean measured method mode mooring motion nonlinear observed obtained Ocean Offshore oscillating parameters peak period pile platform potential predicted presented problem random range ratio relative represent Research respectively response ship shown shows significant simulation solution spectrum speed storm structure surface surge Table tests theory values velocity vertical wave wave height wind