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 58
For each alignment of the piers , the experiments were done for all the test conditions shown in Table 1 , and there were 48 combinations to be tested . For each combination , the test was repeated 3 times , and there were 144 runs in ...
For each alignment of the piers , the experiments were done for all the test conditions shown in Table 1 , and there were 48 combinations to be tested . For each combination , the test was repeated 3 times , and there were 144 runs in ...
Page 276
It is shown that the waves passes the open boundary SA smoothly . Figure 7 shows the numerical results of propagation for a 2 - frequency wave , and figure 8 shows the comparison of the numerical and the analytical wave profile .
It is shown that the waves passes the open boundary SA smoothly . Figure 7 shows the numerical results of propagation for a 2 - frequency wave , and figure 8 shows the comparison of the numerical and the analytical wave profile .
Page 550
They demonstrate the relation between the period of motion and the conditions which have effect on the tension of the line . We selected a towing model of an offshore structure as shown in Fig.8 and Table 2.
They demonstrate the relation between the period of motion and the conditions which have effect on the tension of the line . We selected a towing model of an offshore structure as shown in Fig.8 and Table 2.
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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 |