Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 165
... Wave. ABSTRACT This paper first reviews various random wave analysis procedures for designing deepwater structures under an extreme seastate . The random wave analysis procedures suitable for fixed stiff platforms and compliant towers ...
... Wave. ABSTRACT This paper first reviews various random wave analysis procedures for designing deepwater structures under an extreme seastate . The random wave analysis procedures suitable for fixed stiff platforms and compliant towers ...
Page 293
... RANDOM WAVE INERTIA LOADS MAXIMUM DYN.BASE SHEAR SWAY MODE NONLINEAR DYNAMIC ANALYSIS OF DEEPWATER COMPLIANT STRUCTURES AND TENSION LEG. RANDOM WAVE RESPONSE Critical Load Times Figure 8 depicts a representative record of random wave ...
... RANDOM WAVE INERTIA LOADS MAXIMUM DYN.BASE SHEAR SWAY MODE NONLINEAR DYNAMIC ANALYSIS OF DEEPWATER COMPLIANT STRUCTURES AND TENSION LEG. RANDOM WAVE RESPONSE Critical Load Times Figure 8 depicts a representative record of random wave ...
Page 297
... random wave of significant wave height of 42.25 feet and a peak period of 13.25 seconds was used ( random wave ) . Again no current was used for the random wave . The wave kinematics for all three cases were calculated in the deformed ...
... random wave of significant wave height of 42.25 feet and a peak period of 13.25 seconds was used ( random wave ) . Again no current was used for the random wave . The wave kinematics for all three cases were calculated in the deformed ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
Semisubmersible Floating Production for the Gulf of Mexico | 13 |
OFFSHORE MECHANICS | 23 |
Copyright | |
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adsorber amplitude analysis angle Arctic Engineering axial bending buoy buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect energy equation equipment fatigue Figure finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform polyester pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Fig simulation soil static stiffness strength stress structure subsea surface syntactic foam turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire