## 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 11

a NM where N is the number of discrete frequencies , E , is the phase angle selected at

a NM where N is the number of discrete frequencies , E , is the phase angle selected at

**random**from uniform distribution , and h is the water depth . Equation 4 can be more conveniently expressed as follows : ( 6 ) η ( x , y.0 - ΣΣΑΡΑχ ...Page 52

n ( 0 ) - AC ) cos ( or + 0 ( ) + KA2C ) cos ( 206 + 2000 ) ( 6 ) where A ( t ) is the slowly - varying linear wave amplitude , $ ( t ) is a slowly - varying phase , and o is the mean wave frequency of the

n ( 0 ) - AC ) cos ( or + 0 ( ) + KA2C ) cos ( 206 + 2000 ) ( 6 ) where A ( t ) is the slowly - varying linear wave amplitude , $ ( t ) is a slowly - varying phase , and o is the mean wave frequency of the

**random**sea , related to the ...Page 467

NONLINEAR DYNAMIC ANALYSIS OF SINGLE LEG MOORED OFFSHORE STRUCTURES IN

NONLINEAR DYNAMIC ANALYSIS OF SINGLE LEG MOORED OFFSHORE STRUCTURES IN

**RANDOM**SEA WAVES Rujian Ma Department of Mechanical Engineering University of Petroleum Dongying , Shandon , China 35 30 25 201 Spectral density , m's Nondimensional ...### 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