Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 85
Page 511
... response amplitudes are somewhat larger in lower - order instability regions and these magnitudes might not be permissible for an operational TLP . higher - order instability regions like Figure 10 ( c ) , the maximum response amplitude ...
... response amplitudes are somewhat larger in lower - order instability regions and these magnitudes might not be permissible for an operational TLP . higher - order instability regions like Figure 10 ( c ) , the maximum response amplitude ...
Page 571
EARTHQUAKE RESPONSE OF OFFSHORE STRUCTURES Y. Bai and P. T. Pedersen Department of Ocean Engineering Technical University of Denmark Lyngby , Denmark 12 / / 3 / / 4 / / 5. 1991 OMAE - Volume I - B , Offshore Technology ASME 1991 ABSTRACT ...
EARTHQUAKE RESPONSE OF OFFSHORE STRUCTURES Y. Bai and P. T. Pedersen Department of Ocean Engineering Technical University of Denmark Lyngby , Denmark 12 / / 3 / / 4 / / 5. 1991 OMAE - Volume I - B , Offshore Technology ASME 1991 ABSTRACT ...
Page 636
... response in design condition 15.5 m ) . Standard deviations of first order ( HF ) and low frequency ( LF ) motion response in surge 10 degrees heading to the waves Sway ( m ) 3.0 2.5 2.0 1.5 10 C5 0 03 04 06 12 24 25 27 Institution No ...
... response in design condition 15.5 m ) . Standard deviations of first order ( HF ) and low frequency ( LF ) motion response in surge 10 degrees heading to the waves Sway ( m ) 3.0 2.5 2.0 1.5 10 C5 0 03 04 06 12 24 25 27 Institution No ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
acceleration accelerometers added mass amplitude axial behaviour bending stiffness cable calculated Campos Basin catenary coefficient components coordinate curvature curves cylinder damping ratio deck deformation developed diameter displacement drag drag coefficient dynamic analysis dynamic response effect Ekofisk elastic Engineering equation finite element finite element method flexible pipe flexible riser fluid free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lifeboat lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures Offshore Technology ASME OMAE operation oscillation parameters phase pile platform pressure ratio rotation seabed shear shown in Figure skin friction soil solution SPUS static analysis stiffness matrix submarine subsea support point tension tether torque transverse values vector velocity vertical vessel vibration Volume I-B water depth