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 56
10-3 Strain contour coefficient ay Normal 1.238.10-3 Strain contour coefficient an Normal 2.979.10-4 Submerged unit weight of clay ' Normal 8.368 Model uncertainty factor | Normal 1.054 Sensitivity factor a 0.605 -0.420 -0.428 0.462 ...
10-3 Strain contour coefficient ay Normal 1.238.10-3 Strain contour coefficient an Normal 2.979.10-4 Submerged unit weight of clay ' Normal 8.368 Model uncertainty factor | Normal 1.054 Sensitivity factor a 0.605 -0.420 -0.428 0.462 ...
Page 139
Variable Mean Standard Deviation Type of Distribution Normal A 1.53 0.322 0.7 0.26 Log Normal 0.85 0.20 Normal K 1.75 0.586 Normal EXAMPLE OF A THREADED JOINT High performance threaded connectors have been used in many engineering ...
Variable Mean Standard Deviation Type of Distribution Normal A 1.53 0.322 0.7 0.26 Log Normal 0.85 0.20 Normal K 1.75 0.586 Normal EXAMPLE OF A THREADED JOINT High performance threaded connectors have been used in many engineering ...
Page 234
5MPa Oy E Log - normal Log - normal Log - normal Log - normal 399 MPa 210 GP a 0.3 2 3747 mm 0.07 0.03 0.03 V As 0.01 To illustrate the influence of the variability of the basic variables on the reliability index , min's are also ...
5MPa Oy E Log - normal Log - normal Log - normal Log - normal 399 MPa 210 GP a 0.3 2 3747 mm 0.07 0.03 0.03 V As 0.01 To illustrate the influence of the variability of the basic variables on the reliability index , min's are also ...
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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