## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |

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Page 21

If the reduced model order is unknown , one has to predetermine the

If the reduced model order is unknown , one has to predetermine the

**energy**limit . Table 1 shows that mode 9 has the highest**energy**level . The**energy**levels presented in Table 1 are -0.500 1.000 T AICIN1 or MDL / N1 TABLE 1 : Modes and ...Page 302

When the bending curvature exceeds a critical value , the static friction force can no longer hold these layers together , slippage occurs and propagates . The average slip distance is a linear function of bending curvature . The

When the bending curvature exceeds a critical value , the static friction force can no longer hold these layers together , slippage occurs and propagates . The average slip distance is a linear function of bending curvature . The

**energy**...Page 303

Their common basis is the

Their common basis is the

**energy**dissipated per cycle . 2.5 Effects of physical parameters on damping 3 . Slip region 1 . Vibration frequency w As a consequence of the uncertainties in determining contact pressure and dry friction ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCES | 69 |

WaveCurrent Forces on Slender Circular Cylinder | 117 |

DYNAMICS OF STRUCTURES | 127 |

Copyright | |

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### Common terms and phrases

added amplitude analysis angle applied body boundary buoy calculated coefficients compared components considered corresponding cylinder damping dependent depth determined developed direction displacement distribution drag dynamic effect energy Engineering equation estimated excitation experimental experiments expressed extreme field Figure floating flow fluid force frequency function given heave height hydrodynamic increase installation integration International length lift force linear load mass mean measured Mechanics method mode motion natural nonlinear normal observed obtained Ocean Offshore operation oscillation parameters peak period pipe platform position potential predicted present pressure problem production range reduced reference region relative Research respectively response riser second-order ship shown shows significant simulation solution spectrum speed structure surface surge Table technique Technology values velocity vertical vessel wave