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DNV-OS-C105 Structural Design of TLPS (LRFD method)
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Sec.2
B. Structural Categorisation
Sec.2
B 100 General
Sec.2 B
101 Application categories for structural components are defined
in DNV-OS-C101 Sec.4. Structural members of TLPs are grouped as
follows, see Figure 1 and Figure 2.Special category
- External shell structure in
way of intersections of columns, topside deck, lower hull and tendon
porch etc.
- "Through" material used at connections
of columns, topside decks and lower hull which are designed to provide
proper alignment and adequate load transfer.
- External brackets, portions of bulkheads, and frames
which are designed to receive concentrated loads at intersections
of major structural members.
- Tendon interfaces with the foundation and the TLP hull.
- Tendon and tendon connectors.
- Highly utilized areas supporting crane pedestals, flare
booms etc.
Guidance note:
Highly stressed areas are normally considered to be areas
utilized more than 85% of the allowable yield capacity.---e-n-d---o-f---G-u-i-d-a-n-c-e---n-o-t-e---
Primary category
- External shell structure of
columns, lower and upper hulls.
- Bulkheads, decks, stiffeners and girders which provide
local reinforcement or continuity of structure in way of intersections,
except areas where the structure is considered for special application.
- Truss rows and horizontal diagonal bracings on the deck.
- Main support structure of heavy substructures and equipment,
e.g. cranes, life boat platform, thruster foundation and helicopter
deck.
Secondary category
- Bulkheads, stiffeners, flats
or decks and girders in columns, decks and lower hulls, which are
not considered as primary or special application.
- Horizontal braces and members on the decks.
- Well-bay trusses and reaming members.
- Other structures not categorised as special or primary.
Sec.2 B
102 When using composite materials the structural categories (special,
primary and secondary) as defined in B101 are equivalent to safety
class high, normal and low in DNV-OS-C501 Sec.2.
Fig. 1 Principles of the extent of structural categorisation special
and inspection categories at tendon foundation
* Special if damaged
condition is not fulfilled.
Fig. 2 Example of tendon connections