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 239
1.20 RELATIVE BAROMETRIC PRESSURE 1.10 1.00 ama 0.90 0.80 ALBUSKJELI . 30 DAY MOVING AVERAGE OF SEABED AND BAROMETRIC PRESSURE RELATIVE HYDROSTATIC PRESSURE , METERS 0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 FREQUENCY IN CPH Figure 7 ...
1.20 RELATIVE BAROMETRIC PRESSURE 1.10 1.00 ama 0.90 0.80 ALBUSKJELI . 30 DAY MOVING AVERAGE OF SEABED AND BAROMETRIC PRESSURE RELATIVE HYDROSTATIC PRESSURE , METERS 0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 FREQUENCY IN CPH Figure 7 ...
Page 706
6 1/10 highest mean amplitudes of inclination angle and relative motion at outermost column -20 % 3.2 Motion Responses and Damaged Stability The maximum values of inclination angle and the minimum values of air gap are shown in Fig.5 ...
6 1/10 highest mean amplitudes of inclination angle and relative motion at outermost column -20 % 3.2 Motion Responses and Damaged Stability The maximum values of inclination angle and the minimum values of air gap are shown in Fig.5 ...
Page 197
The fatigue damage and response exreedance probability were estimated as functions of relative operation time at the two sites , Also the effect of varying the relative occurrence probability of different soil - structure boundary ...
The fatigue damage and response exreedance probability were estimated as functions of relative operation time at the two sites , Also the effect of varying the relative occurrence probability of different soil - structure boundary ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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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 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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Export Citation | BiBTeX EndNote RefMan |