## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 116

Vip2 = ( 2 + 2Na + 233 ADDED MASS ANALYSIS Let the procedure of

calculation of added mass matrix be written briefly . After changing the above

Vip2 = ( 2 + 2Na + 233 ADDED MASS ANALYSIS Let the procedure of

calculation of added mass matrix be written briefly . After changing the above

**Equation**( 1 ) into the free vibration**equation**without damping , and substituting**Equation**( 2 ) ...Page 193

( W2 C / C ) 4 ; } dxdy Appling Newton ' s second law of motion , the

motions for the free floating structure are ... Substituting

0 , ) ?

( W2 C / C ) 4 ; } dxdy Appling Newton ' s second law of motion , the

**equations**ofmotions for the free floating structure are ... Substituting

**equation**( 21 ) into**equation**( 26 ) , we obtain the**equations**of motion in matrix form as : J rr 1 / 2 [ a (0 , ) ?

Page 216

filters , such as the ones associated with

for expeditious studies of offshore structures . ... The governing

motion of the guyed tower considers its rigid body motions about the base hinge .

filters , such as the ones associated with

**equations**( 4 ) and ( 15 ) can be usefulfor expeditious studies of offshore structures . ... The governing

**equation**ofmotion of the guyed tower considers its rigid body motions about the base hinge .

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING PART | 22 |

HYDRODYNAMIC FORCES | 33 |

Copyright | |

16 other sections not shown

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### Common terms and phrases

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