Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 635
... horizontal loads ( or displacements ) were applied by hydraulic , low friction actuators driven by a computer - controlled closed - loop servo - hydraulic system . Stroke ranges were ± 500 mm for the horizontal actuator , and + 80 mm ...
... horizontal loads ( or displacements ) were applied by hydraulic , low friction actuators driven by a computer - controlled closed - loop servo - hydraulic system . Stroke ranges were ± 500 mm for the horizontal actuator , and + 80 mm ...
Page 694
... Horizontal coordinate X , Top horizontal coordinate Z T ZT Vertical coordinate Top vertical coordinate T That problem is stated as follows . Given the cable's physical properties ( diameter D ( s ) , weight per unit length Y ( s ) and ...
... Horizontal coordinate X , Top horizontal coordinate Z T ZT Vertical coordinate Top vertical coordinate T That problem is stated as follows . Given the cable's physical properties ( diameter D ( s ) , weight per unit length Y ( s ) and ...
Page 958
... Horizontal resistance The horizontal resistance model is based on tests in which the pipe is pulled out from the middle of a pre - made trench with a given vertical load . 3 2.5 2 Horizontal force [ - ] 5 0.5 Test h09 : Pull 1 , Load ...
... Horizontal resistance The horizontal resistance model is based on tests in which the pipe is pulled out from the middle of a pre - made trench with a given vertical load . 3 2.5 2 Horizontal force [ - ] 5 0.5 Test h09 : Pull 1 , Load ...
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Common terms and phrases
added mass amplitude analysis angle annulus ASME barge boundary conditions boundary element method British Columbia cable calculated CALM buoy Cantarell field catenary coefficient components computed Conference on Offshore configuration Copyright crane vessel cylinder damping deck developed diameter diffraction direction displacement dynamic effect element equation factor fairlead fatigue damage floating FPSO free surface function heave horizontal hull hydrodynamic iceberg installation interaction jacket joint length limit cycle linear marine maximum Mechanics and Arctic method model tests mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures operation parameters particle Petrobras pile pipe pitch platform potential pressure regular waves response second order semi-submersible shear shear strength ship shown in Figure Spar spectrum Statoil stress surge Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle