Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 54
Page 354
... approach can , nevertheless be increased by introducing the non linear part of the bending strains , which leads to take into ac- count the " initial stress " matrix Ks as it is proposed in ( 3 ) and ( 4 ) . An even better approach is ...
... approach can , nevertheless be increased by introducing the non linear part of the bending strains , which leads to take into ac- count the " initial stress " matrix Ks as it is proposed in ( 3 ) and ( 4 ) . An even better approach is ...
Page 424
... approach suggested by Prakash and Puri ( 1981 , 1988 ) . The details of the tests for dynamic shear modulus determination are not discussed in this paper . Computed Response of the Pile Soil and Pile Properties are : Diameter of the ...
... approach suggested by Prakash and Puri ( 1981 , 1988 ) . The details of the tests for dynamic shear modulus determination are not discussed in this paper . Computed Response of the Pile Soil and Pile Properties are : Diameter of the ...
Page 450
... approach have been explored in a number of papers , notably by Larrabee and Cornell ( 1981 ) and Turkstra and Madsen ( 1980 ) . It is agreed that the approach provides for a load combination format that is consistent with the ...
... approach have been explored in a number of papers , notably by Larrabee and Cornell ( 1981 ) and Turkstra and Madsen ( 1980 ) . It is agreed that the approach provides for a load combination format that is consistent with the ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
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