Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 19
... bending stress RAOS . The global bending stress RAOs are determined from the vertical and horizontal bending moment RAOS using simple bending theory , i.e. Web Hot spot stress Web Where rp is an interpolation factor to establish the ...
... bending stress RAOS . The global bending stress RAOs are determined from the vertical and horizontal bending moment RAOS using simple bending theory , i.e. Web Hot spot stress Web Where rp is an interpolation factor to establish the ...
Page 362
... bending moment . The bending stiffness of the joint has significant effect on the stress in SCR , particularly in the area near by the joint . The bending stress increases greatly with increasing of bending stiffness of the joint . A ...
... bending moment . The bending stiffness of the joint has significant effect on the stress in SCR , particularly in the area near by the joint . The bending stress increases greatly with increasing of bending stiffness of the joint . A ...
Page 426
... bending load- ing condition used in the FE study is represented by a bending moment applied at the end of the brace ( Fig . 2 ) . It should be noted that in some tests , brace bending moment is applied by means of a transverse load at ...
... bending load- ing condition used in the FE study is represented by a bending moment applied at the end of the brace ( Fig . 2 ) . It should be noted that in some tests , brace bending moment is applied by means of a transverse load at ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind