Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 87
Since the wave energy at the funda nental frequency is very low , the displacement response is very small . VII . AJALYSIS OF DYNAMIC CHARACTERISTICS OF PLATFORM MODELS AND COMMENTS The experimental modal analysis technique has some ...
Since the wave energy at the funda nental frequency is very low , the displacement response is very small . VII . AJALYSIS OF DYNAMIC CHARACTERISTICS OF PLATFORM MODELS AND COMMENTS The experimental modal analysis technique has some ...
Page 311
INFLUENCE OF FOUNDATION CHARACTERISTICS ON STEEL JACKET DESIGN IN THE DANISH NORTH SEA J. C. Kaern and S. Fredsgaard Ramboll and Hannemann , Consulting Engineers and Planners A / S Copenhagen , Denmark J. Moller and M. J. Petersen ...
INFLUENCE OF FOUNDATION CHARACTERISTICS ON STEEL JACKET DESIGN IN THE DANISH NORTH SEA J. C. Kaern and S. Fredsgaard Ramboll and Hannemann , Consulting Engineers and Planners A / S Copenhagen , Denmark J. Moller and M. J. Petersen ...
Page 547
Numerical treatment An other approach was the measurement of the average characteristics in two dimensions and using a finiteelement calculus with variing values of the characteristics - matrix till a reasonable agreement between the ...
Numerical treatment An other approach was the measurement of the average characteristics in two dimensions and using a finiteelement calculus with variing values of the characteristics - matrix till a reasonable agreement between the ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire