Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 324
... value of wind / wave direction towards 120 ° and 240 ° . The magnitude of the influence is denoted by 8 . The value of 8 is under 6 ° deg when ẞ < 0.1 For larger values of B > 0.1 , the value of d becomes significant . From the ...
... value of wind / wave direction towards 120 ° and 240 ° . The magnitude of the influence is denoted by 8 . The value of 8 is under 6 ° deg when ẞ < 0.1 For larger values of B > 0.1 , the value of d becomes significant . From the ...
Page 424
... values of observed natural frequencies are shown in Table 1. The values of dynamic shear modulus at the site were determined by conducting block vibration , wave propagation and standard penetration tests . The data of these tests was ...
... values of observed natural frequencies are shown in Table 1. The values of dynamic shear modulus at the site were determined by conducting block vibration , wave propagation and standard penetration tests . The data of these tests was ...
Page 450
... VALUES The most widely used load combination design format , namely the companion approach , finds its roots in the basic assumption that , ideally , the probability of exceedance of a design combination of loads should be approximately ...
... VALUES The most widely used load combination design format , namely the companion approach , finds its roots in the basic assumption that , ideally , the probability of exceedance of a design combination of loads should be approximately ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period