## 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 90

Accordingly ,

Accordingly ,

**equations**( 15 ) and ( 18 ) are truncated to n = 1 ( included ) to produce the following compact ... Substituting from**equation**( 10 ) , in**equation**( 8 ) and using operator 1 given by**equation**( 13 ) , yields d d mij ui ...Page 248

In

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.Page 249

Step 3 : Global Failure

Step 3 : Global Failure

**Equations**jm B. j = 1**Equation**( 22 ) was derived by linearizing only the explicit dependence ... Derivation of**equation**( 22 ) is achieved by a series expansion of ( u ' } in terms of the unknown modes { y ' } ...### 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