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

### From inside the book

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Page 528

In simple terms this equation says that the force in each jack due to its extension

plus any force due to dead

column tops . Conditions A , B , and C represent a tradeoff in terms of deck

support ...

In simple terms this equation says that the force in each jack due to its extension

plus any force due to dead

**load**should equal the balanced jack**loads**on thecolumn tops . Conditions A , B , and C represent a tradeoff in terms of deck

support ...

Page 529

This matrix is constructed by performing a static analysis of the TLP space frame

model with 16 unit thermal

are the axial

This matrix is constructed by performing a static analysis of the TLP space frame

model with 16 unit thermal

**load**cases . ... F . The rows and columns in the matrixare the axial

**loads**developed in the remaining 15 jacks due to each thermal ...Page 41

COMBINATION OF WIND , WAVE AND CURRENT

MEXICO Y. K. Wen University of Illinois ... OMAE – Volume II , Safety and

Reliability ASME – 1991 ABSTRACT The goal of this study is to develop

hurricane

COMBINATION OF WIND , WAVE AND CURRENT

**LOADS**IN THE GULF OFMEXICO Y. K. Wen University of Illinois ... OMAE – Volume II , Safety and

Reliability ASME – 1991 ABSTRACT The goal of this study is to develop

hurricane

**load**...### What people are saying - Write a review

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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