## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 115

INTEGRAL EQUATIONS complementary integral equations are

together , the only significant computational effort required to solve the extra

integral equation for the source strength is the time required to solve the

corresponding ...

INTEGRAL EQUATIONS complementary integral equations are

**evaluated**together , the only significant computational effort required to solve the extra

integral equation for the source strength is the time required to solve the

corresponding ...

Page 574

The transformation matrix ( T4 ] is

- dt ) is a matrix which transfers the global nodal displacements to the local

coordinate system at time t - dt . ( AT ) is matrix which transfers the displacements

...

The transformation matrix ( T4 ] is

**evaluated**as ( T ) [ AT ] [ Tt - dt ( 25 ) where ( Tt- dt ) is a matrix which transfers the global nodal displacements to the local

coordinate system at time t - dt . ( AT ) is matrix which transfers the displacements

...

Page 43

Alternatively , one can use a first order reliability method to

Statistical ( Simulation ) Method The probabilities were also

computer simulations of the problem . The number of hurricanes that occur within

the ...

Alternatively , one can use a first order reliability method to

**evaluate**Eq . 3 .Statistical ( Simulation ) Method The probabilities were also

**evaluated**from directcomputer simulations of the problem . The number of hurricanes that occur within

the ...

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

SECONDORDER EFFECTS | 113 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces