Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 76
Page 70
... displacement under eccen- tric loading was found to be very small compared to the vertical displacement . Due to the eccentricity of the load , moment is cre- ated and the foundation gets tilted . Fig . 7 shows the relationship between ...
... displacement under eccen- tric loading was found to be very small compared to the vertical displacement . Due to the eccentricity of the load , moment is cre- ated and the foundation gets tilted . Fig . 7 shows the relationship between ...
Page 73
... DISPLACEMENT ( mm ) Fig . 3 Vertical load - disp . response of rough rigid footing . Fig . 6 Effect of load eccentricity on the vertical load - disp . response . AU DISPLACEMENT ( a ) LOAD SAU ( c ) AFI Ko Avi Δυ DISPLACEMENT AF AU1 ...
... DISPLACEMENT ( mm ) Fig . 3 Vertical load - disp . response of rough rigid footing . Fig . 6 Effect of load eccentricity on the vertical load - disp . response . AU DISPLACEMENT ( a ) LOAD SAU ( c ) AFI Ko Avi Δυ DISPLACEMENT AF AU1 ...
Page 141
... Displacements ( z ) um ( z ) $ ( 26 ) Zc Ucm ca cr Z Forces U2 ( 2 ) p ( z ) safety . The mean displacement level uem is replaced directly by the equivalent force Fem aFer . The displacement amplitude uca is converted to an equivalent ...
... Displacements ( z ) um ( z ) $ ( 26 ) Zc Ucm ca cr Z Forces U2 ( 2 ) p ( z ) safety . The mean displacement level uem is replaced directly by the equivalent force Fem aFer . The displacement amplitude uca is converted to an equivalent ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
ICE STRUCTURE INTERACTION I | 75 |
Copyright | |
10 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle average Barents Sea beam behavior bergy bit Bohai Sea boundary conditions calculated Canada coefficient computed crack creep buckling crushing deflection deformation density displacement Dow's Lake drilling dynamic effect elastic energy equation ESARC experimental finite element finite element analysis flexural failure floating ice sheet floe fluid foundation fracture toughness freezing frequency grain heat Hobson's Choice horizontal ice cover ice forces ice island ice load ice shedding ice sheet ice temperature ice thickness iceberg icebreaking impact indentation indentor initial interaction locations maximum measured Mechanics method mode modulus Northumberland Strait notch nucleation numerical obtained Offshore parameters permafrost plane platform pore porosity predicted pressure Public Works Canada ratio response ridge saline sample sea ice SED criterion sensors shown in Figure Simulated Sinha soil solution specimens strain rate strength structure tests values vertical vibration Young's modulus