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 182
Failure can then occur in any of the three lines initially , and subsequently one of the remaining lines will fail . The computation of system failure probabilities is then a straightforward combination of intact and one line missing ...
Failure can then occur in any of the three lines initially , and subsequently one of the remaining lines will fail . The computation of system failure probabilities is then a straightforward combination of intact and one line missing ...
Page 209
This suggests that failure risks can be significantly underestimated if wave directionality is disregarded . 5 Conclusions 4.2 Reliability Analysis The method of analysis is based on order statistics of the time to failure of the ...
This suggests that failure risks can be significantly underestimated if wave directionality is disregarded . 5 Conclusions 4.2 Reliability Analysis The method of analysis is based on order statistics of the time to failure of the ...
Page 272
Thicknesso Length Model of the system of 2 plates in the intact situation and after the failure * Width A SW Mom . A Wave Mom . Fig . 8 Sensitivity of B in relation to different variables as a function of plate slenderness for the ...
Thicknesso Length Model of the system of 2 plates in the intact situation and after the failure * Width A SW Mom . A Wave Mom . Fig . 8 Sensitivity of B in relation to different variables as a function of plate slenderness for the ...
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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