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The tension leg platform will oscillate about its vertical position due to ocean waves.
In this paper, a set of non-linear equations of motion for a single-tendon tension leg platform are developed.
Current will cause a tension leg platform to oscillate about an offset position rather than its vertical position.
In addition, three different floating platforms will be considered: semisubmersible, Tensioned Leg Platform (TLP) and spar.
Among compliant platforms, the tension leg platform (TLP) is a hybrid structure.
The tension leg platform (TLP) is one of the conventional offshore oil- and gas-production structures.
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Triangular configuration tension leg platforms (TLPs) are used for deep-water oil/gas exploration.
The commonly used bucket foundation for the tension leg platforms (TLPs) depends on pumping to generate negative pressure.
This term includes tension leg platforms and permanently moored semisubmersibles or shipshape hulls but does not include mobile offshore drilling units and other vessels.
Offshore piles have been commonly used as a foundation element of offshore structures, especially large structures such as Tension Leg Platforms (TLP).
The focus is on applications for the mitigation of the coupled heave and pitch response of Tension Leg Platforms under stochastic sea excitation.
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