Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 416
... tests with those obtained from the push - in tests on piles . Figure 3 shows Tomlinson's recommended variation ( 1957 ) of a with c for the push - in tests . u Das ( 1989 ) conducted a number of laboratory model metal pile pullout tests ...
... tests with those obtained from the push - in tests on piles . Figure 3 shows Tomlinson's recommended variation ( 1957 ) of a with c for the push - in tests . u Das ( 1989 ) conducted a number of laboratory model metal pile pullout tests ...
Page 417
... tests on piles in clay ( 1957 ) during the compaction of the clay and during actual model tests . In order to start a test , the clay was compacted in the test box in layers of about 50.8 mm to the desired height . The compaction was ...
... tests on piles in clay ( 1957 ) during the compaction of the clay and during actual model tests . In order to start a test , the clay was compacted in the test box in layers of about 50.8 mm to the desired height . The compaction was ...
Page 430
... TESTS With a view to identifying critical areas and approach lanes for trawl doors hitting the structure and to be able to make relevant modifications to the model , in - air tests were made prior to the tests in the DMI towing tank ...
... TESTS With a view to identifying critical areas and approach lanes for trawl doors hitting the structure and to be able to make relevant modifications to the model , in - air tests were made prior to the tests in the DMI towing tank ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period