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 405
An example of obtained natural periods of each component body of the system is
shown in the Table 3 . Figure 2 shows normalized amplitudes of the riser natural
modes of vibration for semi - submersible in the installation procedure when the ...
An example of obtained natural periods of each component body of the system is
shown in the Table 3 . Figure 2 shows normalized amplitudes of the riser natural
modes of vibration for semi - submersible in the installation procedure when the ...
Page 435
The program has also the features of moving the wave in the direction of
approach so that the greatest wave load on the jacket structure is automatically
computed . The minimum weight design generated by the computer programs
are shown ...
The program has also the features of moving the wave in the direction of
approach so that the greatest wave load on the jacket structure is automatically
computed . The minimum weight design generated by the computer programs
are shown ...
Page 626
The bar is modelled with four linear elements and subjected to a concentrated
end load which is shown in Figure 1 . The load is so selected for resulting in
capturing the maximum point on a quadratic response history curve . The
convergence ...
The bar is modelled with four linear elements and subjected to a concentrated
end load which is shown in Figure 1 . The load is so selected for resulting in
capturing the maximum point on a quadratic response history curve . The
convergence ...
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Contents
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
HYDRODYNAMIC FORCES | 347 |
Copyright | |
13 other sections not shown
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Common terms and phrases
alternative amplitude analysis applied approach array axial barge bending brace buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damage damping defined deflection determined developed direction displacement distribution drag dynamic effects elements Engineering environmental equation estimated extreme factor fatigue Figure flexible riser flow force frequency function given height important increase indicate installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear normal obtained offshore operation parameters performed period phase pile platform position predicted present problem production relative represent respectively response riser rotating selection shown shows simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth wave wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |