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DNV-OS-C105 Structural Design of TLPS (LRFD method) |
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| Sec.1: Introduction |
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| E: Description of the Tendon System |
| — | interface at the platform |
| — | interface at the foundation (seafloor) |
| — | link between platform and foundation. |
| — | in most cases, tendons will also have intermediate connections or couplings along their length, see Figure 2. |
| — | apply, monitor and adjust (if possible) a prescribed level of tension to the tendon |
| — | connect the tensioned tendon to the platform |
| — | transfer side loads and absorb bending moments or rotations of the tendon relative to TLP. |
Fig. 2 Typical TLP tendon system
Sec.1 E
104 Tendon components at the foundation interface shall adequately
perform the following main functions:
| — | provide the structural connection between the tendon and the foundation |
| — | transfer side loads and absorb bending moments, or rotations of the tendon |
| — | tolerate certain level of tendon slacking without disengaging or buckling the tendon |
| — | allow for future change-out of tendons (if required). |
| — | corrosion-protection system components |
| — | buoyancy devices |
| — | sensors and other types of instrumentation for monitoring the performance and condition of the tendons |
| — | auxiliary lines, umbilicals etc. for tendon service requirements and/or for functions not related to the tendons |
| — | provisions for tendons to be used as guidance structure for running other tendons or various types of equipment |
| — | elastomeric elements |
| — | intermediate connectors with watertight bulkheads for tendon compartmentation (if needed). |
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