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BS EN ISO 19904-1:2019

$215.11

Petroleum and natural gas industries. Floating offshore structures – Ship-shaped, semi-submersible, spar and shallow-draught cylindrical structures

Published By Publication Date Number of Pages
BSI 2019 214
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This document provides requirements and guidance for the structural design and/or assessment of floating offshore platforms used by the petroleum and natural gas industries to support the following functions:

  • production;

  • storage and/or offloading;

  • drilling and production;

  • production, storage and offloading;

  • drilling, production, storage and offloading.

NOTE 1

Floating offshore platforms are often referred to using a variety of abbreviations, e.g. FPS, FSU, FPSO (see Clauses 3 and  4), in accordance with their intended mission.

NOTE 2

In this document, the term “floating structure”, sometimes shortened to “structure”, is used as a generic term to indicate the structural systems of any member of the classes of platforms defined above.

NOTE 3

In some cases, floating platforms are designated as “early production platforms”. This term relates merely to an asset development strategy. For the purposes of this document, the term “production” includes “early production”.

This document is not applicable to the structural systems of mobile offshore units (MOUs). These include, among others, the following:

  • floating structures intended primarily to perform drilling and/or well intervention operations (often referred to as MODUs), even when used for extended well test operations;

  • floating structures used for offshore construction operations (e.g. crane barges or pipelay barges), for temporary or permanent offshore living quarters (floatels), or for transport of equipment or products (e.g. transportation barges, cargo barges), for which structures reference is made to relevant recognized classification society (RCS) rules.

This document is applicable to all possible life-cycle stages of the structures defined above, such as:

  • design, construction and installation of new structures, including requirements for inspection, integrity management and future removal,

  • structural integrity management covering inspection and assessment of structures in-service, and

  • conversion of structures for different use (e.g. a tanker converted to a production platform) or re?use at different locations.

The following types of floating structure are explicitly considered within the context of this document:

  1. ship-shaped structures and barges;

  2. semi-submersibles;

  3. spars;

  4. shallow-draught cylindrical structures.

In addition to the structural types listed above, this document covers other floating platforms intended to perform the above functions, consisting of partially submerged buoyant hulls made up of any combination of plated and space frame components. These other structures can have a great range of variability in geometry and structural forms (e.g. tension leg platforms) and, therefore, can be only partly covered by the requirements of this document. In other cases, specific requirements stated in this document can be found not to apply to all or part of a structure under consideration.

NOTE 4

Requirements for topsides structures are presented in ISO 19901-3 .

In the above cases, conformity with this document requires the design to be based upon its underpinning principles and to achieve a level of safety equivalent, or superior, to the level implicit in it.

NOTE 5

The speed of evolution of offshore technology often far exceeds the pace at which the industry achieves substantial agreement on innovation in structural concepts, structural shapes or forms, structural components and associated analysis and design practices, which are continuously refined and enhanced. On the other hand, International Standards can only capture explicit industry consensus, which requires maturation and acceptance of new ideas. Consequently, advanced structural concepts can, in some cases, only be partly covered by the requirements of this document.

This document is applicable to steel floating structures. The principles documented herein are, however, considered to be generally applicable to structures fabricated in materials other than steel.

PDF Catalog

PDF Pages PDF Title
2 National foreword
4 European foreword
11 Foreword
13 Introduction
15 1 Scope
16 2 Normative references
17 3 Terms and definitions
25 4 Symbols and abbreviated terms
4.1 Symbols
26 4.2 Abbreviated terms
28 5 Overall considerations
5.1 General
5.2 Safety requirements
29 5.3 Planning requirements
5.3.1 General
5.3.2 Exposure level
5.3.3 Basis of design
5.3.4 Design practices
5.3.5 Inspection and maintenance philosophy
30 5.3.6 Documentation
5.3.7 Extreme weather preparedness
5.3.8 Disconnectable floating platforms
31 5.4 Additional standards and specifications
5.4.1 General
5.4.2 Use for project application
5.5 General requirements
5.5.1 Functional requirements
32 5.5.2 Structural design philosophy
5.5.3 Design criteria
5.5.4 Hydrostatic stability and compartmentation
33 5.5.5 Weight control
5.5.6 Global response
5.5.7 Stationkeeping
5.5.8 Materials
34 5.5.9 Topsides layout — safety considerations
5.6 Independent verification
5.7 Analytical tools
5.8 In-service inspection and maintenance
35 5.9 Assessment, re‑use and life extension
6 Basic design requirements
6.1 General
6.2 Limit states
6.2.1 General
6.2.2 Limit states for floating structures
36 6.3 Design situations
6.3.1 General
6.3.2 ULS situations
6.3.3 SLS situations
37 6.3.4 FLS situations
6.3.5 ALS situations
6.3.6 Temporary phases
38 7 Actions and action effects
7.1 General
7.2 Permanent actions (G)
7.3 Variable actions (Q)
7.4 Environmental actions (Ee)
7.4.1 General
39 7.4.2 Environmental site-specific data
40 7.4.3 Wind actions
42 7.4.4 Current actions
7.4.5 Wave actions
45 7.4.6 Vortex-induced vibrations and motions
46 7.4.7 Direct ice action
7.4.8 Temperature effects
7.4.9 Tidal effects
7.4.10 Geotechnical hazards
47 7.5 Accidental actions (A)
7.5.1 General
7.5.2 Collision
7.5.3 Dropped objects
7.5.4 Fire and blast
48 7.6 Other actions
7.6.1 Stationkeeping actions
7.6.2 Sloshing actions
7.7 Repetitive actions
49 7.8 Action combinations
8 Global analysis
8.1 General
8.2 Static and mean response analyses
8.2.1 General
8.2.2 Static equilibrium in still-water condition
50 8.2.3 Mean response analysis
8.3 Global dynamic behaviour
8.3.1 General
8.3.2 Analysis models
51 8.3.3 Mass
8.3.4 Damping
8.3.5 Stiffness
52 8.3.6 Action classification
8.3.7 Turret moored systems
8.4 Frequency domain analysis
8.5 Time domain analysis
53 8.6 Uncoupled analysis
8.7 Coupled analysis
8.8 Resonant excitation and response
8.9 Platform offset
8.10 Air gap and wave crest assessment
8.10.1 Air gap
54 8.10.2 Wave crest effects
8.11 Platform motions and accelerations
55 8.12 Model tests
8.13 Structural analysis
8.13.1 General
8.13.2 Short-term response analysis
56 8.13.3 Long-term response analysis
8.13.4 Design wave analysis
9 Structural modelling, analysis and design
9.1 General
9.2 Representative values of actions
9.2.1 General
57 9.2.2 Representative values of actions for operating phases
9.2.3 Representative values of actions for temporary phases
58 9.2.4 Actions at interfaces
9.3 Scantlings
9.4 Modelling
9.4.1 General
59 9.4.2 Global models
9.4.3 Local models
9.4.4 Response evaluation
60 9.4.5 Model verification
61 9.5 Structural analysis
9.5.1 General principles
9.5.2 Linear analysis
9.5.3 Non-linear analysis
62 9.5.4 Vibration analysis
9.6 Structural strength
9.6.1 Representative strength values
63 9.6.2 Yield strength
9.6.3 Buckling strength
9.7 Design verification
9.7.1 General
9.7.2 SLS deflection limits
9.7.3 Partial factor design format
65 9.7.4 Working stress design format
66 9.7.5 Reliability-based methods
67 9.8 Special design issues
9.8.1 General
9.8.2 Slamming
9.8.3 Green water
9.8.4 Sloshing
9.8.5 Wave impact on deck
68 9.8.6 Local structure and components
69 9.9 Materials
9.9.1 General
9.9.2 Material selection
70 9.9.3 Through-thickness tension
9.9.4 Aluminium substructures
9.9.5 Cement grout
9.9.6 Elastomeric material
9.10 Corrosion protection of steel
9.10.1 General
71 9.10.2 Electrical bonding and isolation
9.11 Fabrication and construction
9.11.1 General
9.11.2 Inspection and testing during fabrication and construction
72 9.11.3 Fabrication details
9.11.4 Welding
9.12 Marine operations
9.13 Topsides/hull interface
73 10 Fatigue analysis and design
10.1 General
74 10.2 Fatigue damage factors
75 10.3 Outline of approach
76 10.4 Metocean data for fatigue
10.5 Structural modelling
10.6 Hydrostatic analyses
77 10.7 Response amplitude operators and combinations of actions
10.8 Stresses and SCFs
10.9 Stress range counting and distribution
78 10.10 Fatigue resistance
10.11 Damage accumulation
10.12 Fracture mechanics methods
10.13 Fatigue-sensitive components and connections
79 11 Ship-shaped structures
11.1 General
80 11.2 General design criteria
11.2.1 Collision protection
11.2.2 Deckhouse requirements
81 11.2.3 Sloshing
11.2.4 Green water
82 11.3 Structural strength
11.3.1 General
11.3.2 Scantlings
11.3.3 ULS-a and ULS-b longitudinal strength design verification
84 11.3.4 Local strength and details
85 11.3.5 Topsides structural support
86 11.3.6 Load monitoring
12 Semi-submersibles
12.1 General
12.2 General design criteria
12.2.1 General
87 12.2.2 Limitations
12.2.3 Damage tolerance
12.3 Structural strength
12.3.1 Critical connections
12.3.2 Structural detailing
13 Spars
13.1 General
88 13.2 General design requirements
13.2.1 Model testing
13.2.2 Static equilibrium position
13.2.3 Global action effects
89 13.2.4 Local action effects
13.3 Structural strength
13.3.1 Critical interfaces
13.3.2 Fatigue
13.3.3 Structural details
14 Shallow-draught cylindrical structures
14.1 General
90 14.2 General design criteria
14.2.1 Collision protection
14.2.2 Deckhouse requirements
14.2.3 Global response
14.2.4 Local action effects
91 14.2.5 Model testing
14.2.6 Temporary phases
14.2.7 In-service conditions
92 14.3 Structural strength
14.3.1 Global strength
14.3.2 Local strength
14.3.3 Capacity verification
14.3.4 Fatigue
93 14.4 Damage stability
15 Conversion and re-use
15.1 General
15.2 Minimum design, construction and maintenance standards
94 15.3 Pre-conversion structural survey
15.4 Effects of prior service
15.4.1 General
15.4.2 Ship-shaped structures
95 15.4.3 Semi-submersibles
15.4.4 Fatigue damage from prior service
15.4.5 Repair of defects, dents, pitting, grooving and cracks
15.5 Corrosion protection and material suitability
15.5.1 Corrosion protection
15.5.2 Material suitability
96 15.6 Addition of new components
15.7 Inspection and maintenance
16 Stability, watertight integrity and compartmentation
16.1 General
16.2 Inclining test
97 16.3 Compartmentation
16.4 Watertight and weathertight appliances
98 16.5 Damage stability
17 Mechanical systems
17.1 General
17.2 Hull systems
17.2.1 General
99 17.2.2 Bilge system
101 17.2.3 Ballast system
103 17.2.4 Tank sounding and venting system
104 17.2.5 Cargo handling system
105 17.2.6 Inert gas system
106 17.2.7 Crude oil washing system
17.2.8 Production vent/flare systems
107 17.2.9 Electrical systems
17.3 Import and export systems
17.3.1 General
17.3.2 Riser functions
108 17.3.3 Export systems
110 17.3.4 Material handling
111 17.3.5 Lifting appliances
17.4 Fire protection systems
17.4.1 General
17.4.2 Structural fire protection systems
17.4.3 Firewater systems
112 17.4.4 Fixed fire-extinguishing systems
17.4.5 Alarms
18 Stationkeeping systems
18.1 General
18.2 Mooring equipment
18.2.1 Winches
113 18.2.2 Fairleads and chain stoppers
18.2.3 Monitoring and control equipment
18.3 Turret
18.3.1 General
18.3.2 Turret structure
114 18.3.3 Bearing system
115 18.3.4 Turning and locking systems
18.4 Disconnectable structures
18.4.1 General
18.4.2 Categorization
116 18.4.3 Threshold events
18.4.4 Operational mode
18.4.5 Connected mode
117 18.4.6 Disconnected mode
19 In-service inspection, monitoring and maintenance
19.1 General
118 19.2 Structural integrity management system philosophies
19.2.1 General
119 19.2.2 Database development and data acquisition
120 19.2.3 Evaluation
19.2.4 Planning
121 19.2.5 Implementation
19.3 Planning considerations
19.3.1 General
19.3.2 Inspection categories
122 19.4 Implementation issues
19.4.1 Personnel qualifications
123 19.4.2 Equipment certification
19.4.3 Inspection programmes
124 19.4.4 Preparations for inspections
125 19.4.5 Inspection results and actions
19.4.6 Maintenance programmes
19.4.7 Monitoring programmes
19.5 Minimum requirements
19.5.1 General
19.5.2 Minimum inspection requirements for main structure
128 19.5.3 Minimum inspection requirements for structural and non-structural attachments
129 19.5.4 Inspection results and actions
19.5.5 Tank testing and watertightness
130 20 Assessment of existing floating structures
20.1 General
20.2 Assessment procedures
20.2.1 Scope of assessment
20.2.2 Assessment conditions
20.2.3 Assessment procedure
131 20.2.4 Acceptance criteria
20.3 Mitigation
133 21 Other hulls
21.1 General
21.2 Structural steel design
21.3 Stability and watertight integrity
134 Annex A (informative) Additional information and guidance
205 Bibliography
BS EN ISO 19904-1:2019
$215.11