Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 54
Page 623
... ratio , water content , density , overburdened effective pressure , undrained strength , etc. With the model ... ratio are used . Figure 1 ( a ) shows an element of sediments at depth z . The void ratio of the element is defined as the ...
... ratio , water content , density , overburdened effective pressure , undrained strength , etc. With the model ... ratio are used . Figure 1 ( a ) shows an element of sediments at depth z . The void ratio of the element is defined as the ...
Page 625
... ratio is an void ratio of the upper sediments with a thickness of about eight centimeters [ 3 ] . as shown in Fig . 2. This surface average void ratio is insensitive to the thickness within the range between about 5 to 20 centimeters ...
... ratio is an void ratio of the upper sediments with a thickness of about eight centimeters [ 3 ] . as shown in Fig . 2. This surface average void ratio is insensitive to the thickness within the range between about 5 to 20 centimeters ...
Page 693
CR APEA RATIO CR AREA RATIO TCG ( m ) CR APEA RATIO CR AREA RATIO CR AREA RATIO MATHEMATICAL MODELING OF FREE - FALL LIFEBOAT LAUNCH BEHAVIOR J. 0 00 -0.01 -0.02 -0.03 -0.04 -0.05 -0.06 -0.07 INCLINATION 0 ° 5 ° -0.08 10 ° -0.09 15 ...
CR APEA RATIO CR AREA RATIO TCG ( m ) CR APEA RATIO CR AREA RATIO CR AREA RATIO MATHEMATICAL MODELING OF FREE - FALL LIFEBOAT LAUNCH BEHAVIOR J. 0 00 -0.01 -0.02 -0.03 -0.04 -0.05 -0.06 -0.07 INCLINATION 0 ° 5 ° -0.08 10 ° -0.09 15 ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
20 other sections not shown
Other editions - View all
Common terms and phrases
acceleration accelerometers added mass amplitude axial beam behaviour bending stiffness cable calculated Campos Basin catenary coefficient compliant tower components curvature curves cylinder damping ratio deck deformation developed diameter displacement drag drag coefficient dynamic analysis dynamic response effect Ekofisk elastic Engineering equation finite element finite element method flexible pipe fluid force free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures OMAE operation oscillation parameters phase pile platform pressure rotation seabed semi-rigid shear shown in Figure skin friction soil solution SPUS static analysis stiffness matrix submarine subsea support point tension tether torque transverse values vector velocity vertical vessel vibration Volume I-B water depth