Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 31
... applied computer load of 100,000 lbs ( 0.445 MN ) and the modeled deflection history , 8 , resulting from the applied load . Thus , at an arbitrary point in real time : 99 5 3 C - 141 KC10 C5 0 100 200 300 400 500 600 Real Time , t ...
... applied computer load of 100,000 lbs ( 0.445 MN ) and the modeled deflection history , 8 , resulting from the applied load . Thus , at an arbitrary point in real time : 99 5 3 C - 141 KC10 C5 0 100 200 300 400 500 600 Real Time , t ...
Page 102
... applied sufficiently slowly , the Mandel - Cryer effect is eliminated . A similar comparison with the poro - elastic ... applied subse- quently , a vertical stress of 0.2 MPa was applied varying linearly within a time factor of 0.001 . A ...
... applied sufficiently slowly , the Mandel - Cryer effect is eliminated . A similar comparison with the poro - elastic ... applied subse- quently , a vertical stress of 0.2 MPa was applied varying linearly within a time factor of 0.001 . A ...
Page 393
The lateral load was applied to the pile at a height of 100 mm above the soil surface . Pile displacements were measured at the same height . Loads of 36 , 61 , 114 and 152 kN were applied incrementally . Each load was maintained until ...
The lateral load was applied to the pile at a height of 100 mm above the soil surface . Pile displacements were measured at the same height . Loads of 36 , 61 , 114 and 152 kN were applied incrementally . Each load was maintained until ...
Contents
ICEENVIRONMENT STATISTICS | 1 |
Characteristics of Newly Formed Ice Gouges in the Beaufort Sea Alaska | 15 |
Probabilistic Modeling of Material Strength | 21 |
Copyright | |
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analysis angle Arctic Arctic/Polar Technology ASME beam Beaufort Sea berm calculated Canada Cold Regions comparison component condenser conducted cone conical structures crack Croasdale deflection density depth discrete element method displacement drag drag coefficient dynamic effect elastic Engineering equation evaporator experimental finite element flexural floe flow fluid form drag fracture toughness frequency friction coefficient glacier heat flux heat transfer ice cover Ice Forces ice loads ice plates ice rubble ice sheet ice thickness impact indentation indentor keel Laboratory layer length linear maximum measured forces mode offshore structure OMAE panels parameters permafrost plane strain Plastic Plastic Analysis plotted predictions ratio Ride-Up ridge rubble field scale scour sea ice sensors shear shown in Figure simulation soil solution spectral density spray ice stress surface Technology ASME 1992 temperature test data thaw thaw depth thermal Thermistor thermosyphon tube values velocity vertical