Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 80
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 Vertical coordinate ZT Top vertical coordinate χ Curvature γ Weight per unit length of the cable 100 λ Flexural length ρ Water density That problem is stated as follows . Given the ...
... Horizontal coordinate X , Top horizontal coordinate Z T Vertical coordinate ZT Top vertical coordinate χ Curvature γ Weight per unit length of the cable 100 λ Flexural length ρ Water density That problem is stated as follows . Given the ...
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 . Horizontal force [ - ] 3 2.5 1.5 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 . Horizontal force [ - ] 3 2.5 1.5 0.5 Test h09 : Pull 1 , Load ...
Other editions - View all
Common terms and phrases
added mass amplitude analysis angle annulus ASME barge bending moment 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 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 Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle