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 components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind