## 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 596

The fact that the loading

The fact that the loading

**mass**has a center of gravity that is not coincident with the tip of the beam was taken into consideration. crack loading**mass**^~ axial load F Figure 1 - Schematic representation of the modelled beam Torsional ...Page 595

The analysis considers the situation where the free end of the beams is loaded by a concentrated

The analysis considers the situation where the free end of the beams is loaded by a concentrated

**mass**. Several values of the crack depth and location and of the**mass**load are taken into consideration . The main objective of this study ...Page 248

In equation (1), added

In equation (1), added

**mass**is included in [ra] and damping may be included only in Rayleigh's form. The uncoupled modal equations are TK J = rM J [-w2 J , (3) where TK J and fMJ are the generalized stiffness and**mass**matrices.### 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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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