Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 351
... tension due to the LF motions of the vessel excited by wind gusts and wave drift forces . This tension component is often the most important one , especially for ship - shaped vessels . The motions represent resonant response and is ...
... tension due to the LF motions of the vessel excited by wind gusts and wave drift forces . This tension component is often the most important one , especially for ship - shaped vessels . The motions represent resonant response and is ...
Page 373
... TENSION 240- 100+ WAVE HEIGHT : 15.5 m CURRENT : 1.9 m / s 220 90- 80- 70- 60- 50- 40- 30- 20- 22 10- CATENARY TENSION M.P.E. LF POSITION + SIG . WAVE HEIGHT HAWSER TENSION 200- 1801 160 140- 120- TENSION ( TONNES ) ...
... TENSION 240- 100+ WAVE HEIGHT : 15.5 m CURRENT : 1.9 m / s 220 90- 80- 70- 60- 50- 40- 30- 20- 22 10- CATENARY TENSION M.P.E. LF POSITION + SIG . WAVE HEIGHT HAWSER TENSION 200- 1801 160 140- 120- TENSION ( TONNES ) ...
Page 396
... tensions of 1,100 and 1,400 kN under the above three combinations of wave load and dynamic tension . The percent increases in the peak stress were nearly the same as before , but under 1,100 kN tension and with the dynamic tension ...
... tensions of 1,100 and 1,400 kN under the above three combinations of wave load and dynamic tension . The percent increases in the peak stress were nearly the same as before , but under 1,100 kN tension and with the dynamic tension ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
Hydroelastic and Articulated Structure | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz Figure floating airport floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave inertia length linear load cells maximum method Mighty Whale mooring line mooring system motion nonlinear North Sea obtained Ocean offshore structures OMAE optimal oscillating parameters peak platform potential predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown simulation spectral spectral density stability surface elevation Table tank tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave period wave power wind wire rope