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 130
In the 18 * 9 digital experiments , it is verified that it is reasonable to assume the fatigue life may be expressed by Weibull distribution if some parameters controlled whthin what is given in the Table.5 and Table.6 , based on that ...
In the 18 * 9 digital experiments , it is verified that it is reasonable to assume the fatigue life may be expressed by Weibull distribution if some parameters controlled whthin what is given in the Table.5 and Table.6 , based on that ...
Page 234
Table 5 Sensitivity Factors of imin ( in case of N = 5x107 ) The statistical data concerned are given in Table 3. Reliability is evaluated by various methods as a function of the number of wave encounters and the results are shown in ...
Table 5 Sensitivity Factors of imin ( in case of N = 5x107 ) The statistical data concerned are given in Table 3. Reliability is evaluated by various methods as a function of the number of wave encounters and the results are shown in ...
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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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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