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BS EN ISO 19904-1:2019 – TC:2020 Edition

$280.87

Tracked Changes. 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 2020 447
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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
235 National foreword
237 European foreword
244 Foreword
246 Introduction
248 1 Scope
249 2 Normative references
250 3 Terms and definitions
258 4 Symbols and abbreviated terms
4.1 Symbols
259 4.2 Abbreviated terms
261 5 Overall considerations
5.1 General
5.2 Safety requirements
262 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
263 5.3.6 Documentation
5.3.7 Extreme weather preparedness
5.3.8 Disconnectable floating platforms
264 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
265 5.5.2 Structural design philosophy
5.5.3 Design criteria
5.5.4 Hydrostatic stability and compartmentation
266 5.5.5 Weight control
5.5.6 Global response
5.5.7 Stationkeeping
5.5.8 Materials
267 5.5.9 Topsides layout — safety considerations
5.6 Independent verification
5.7 Analytical tools
5.8 In-service inspection and maintenance
268 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
269 6.3 Design situations
6.3.1 General
6.3.2 ULS situations
6.3.3 SLS situations
270 6.3.4 FLS situations
6.3.5 ALS situations
6.3.6 Temporary phases
271 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
272 7.4.2 Environmental site-specific data
273 7.4.3 Wind actions
275 7.4.4 Current actions
7.4.5 Wave actions
278 7.4.6 Vortex-induced vibrations and motions
279 7.4.7 Direct ice action
7.4.8 Temperature effects
7.4.9 Tidal effects
7.4.10 Geotechnical hazards
280 7.5 Accidental actions (A)
7.5.1 General
7.5.2 Collision
7.5.3 Dropped objects
7.5.4 Fire and blast
281 7.6 Other actions
7.6.1 Stationkeeping actions
7.6.2 Sloshing actions
7.7 Repetitive actions
282 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
283 8.2.3 Mean response analysis
8.3 Global dynamic behaviour
8.3.1 General
8.3.2 Analysis models
284 8.3.3 Mass
8.3.4 Damping
8.3.5 Stiffness
285 8.3.6 Action classification
8.3.7 Turret moored systems
8.4 Frequency domain analysis
8.5 Time domain analysis
286 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
287 8.10.2 Wave crest effects
8.11 Platform motions and accelerations
288 8.12 Model tests
8.13 Structural analysis
8.13.1 General
8.13.2 Short-term response analysis
289 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
290 9.2.2 Representative values of actions for operating phases
9.2.3 Representative values of actions for temporary phases
291 9.2.4 Actions at interfaces
9.3 Scantlings
9.4 Modelling
9.4.1 General
292 9.4.2 Global models
9.4.3 Local models
9.4.4 Response evaluation
293 9.4.5 Model verification
294 9.5 Structural analysis
9.5.1 General principles
9.5.2 Linear analysis
9.5.3 Non-linear analysis
295 9.5.4 Vibration analysis
9.6 Structural strength
9.6.1 Representative strength values
296 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
298 9.7.4 Working stress design format
299 9.7.5 Reliability-based methods
300 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
301 9.8.6 Local structure and components
302 9.9 Materials
9.9.1 General
9.9.2 Material selection
303 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
304 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
305 9.11.3 Fabrication details
9.11.4 Welding
9.12 Marine operations
9.13 Topsides/hull interface
306 10 Fatigue analysis and design
10.1 General
307 10.2 Fatigue damage factors
308 10.3 Outline of approach
309 10.4 Metocean data for fatigue
10.5 Structural modelling
10.6 Hydrostatic analyses
310 10.7 Response amplitude operators and combinations of actions
10.8 Stresses and SCFs
10.9 Stress range counting and distribution
311 10.10 Fatigue resistance
10.11 Damage accumulation
10.12 Fracture mechanics methods
10.13 Fatigue-sensitive components and connections
312 11 Ship-shaped structures
11.1 General
313 11.2 General design criteria
11.2.1 Collision protection
11.2.2 Deckhouse requirements
314 11.2.3 Sloshing
11.2.4 Green water
315 11.3 Structural strength
11.3.1 General
11.3.2 Scantlings
11.3.3 ULS-a and ULS-b longitudinal strength design verification
317 11.3.4 Local strength and details
318 11.3.5 Topsides structural support
319 11.3.6 Load monitoring
12 Semi-submersibles
12.1 General
12.2 General design criteria
12.2.1 General
320 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
321 13.2 General design requirements
13.2.1 Model testing
13.2.2 Static equilibrium position
13.2.3 Global action effects
322 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
323 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
324 14.2.5 Model testing
14.2.6 Temporary phases
14.2.7 In-service conditions
325 14.3 Structural strength
14.3.1 Global strength
14.3.2 Local strength
14.3.3 Capacity verification
14.3.4 Fatigue
326 14.4 Damage stability
15 Conversion and re-use
15.1 General
15.2 Minimum design, construction and maintenance standards
327 15.3 Pre-conversion structural survey
15.4 Effects of prior service
15.4.1 General
15.4.2 Ship-shaped structures
328 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
329 15.6 Addition of new components
15.7 Inspection and maintenance
16 Stability, watertight integrity and compartmentation
16.1 General
16.2 Inclining test
330 16.3 Compartmentation
16.4 Watertight and weathertight appliances
331 16.5 Damage stability
17 Mechanical systems
17.1 General
17.2 Hull systems
17.2.1 General
332 17.2.2 Bilge system
334 17.2.3 Ballast system
336 17.2.4 Tank sounding and venting system
337 17.2.5 Cargo handling system
338 17.2.6 Inert gas system
339 17.2.7 Crude oil washing system
17.2.8 Production vent/flare systems
340 17.2.9 Electrical systems
17.3 Import and export systems
17.3.1 General
17.3.2 Riser functions
341 17.3.3 Export systems
343 17.3.4 Material handling
344 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
345 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
346 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
347 18.3.3 Bearing system
348 18.3.4 Turning and locking systems
18.4 Disconnectable structures
18.4.1 General
18.4.2 Categorization
349 18.4.3 Threshold events
18.4.4 Operational mode
18.4.5 Connected mode
350 18.4.6 Disconnected mode
19 In-service inspection, monitoring and maintenance
19.1 General
351 19.2 Structural integrity management system philosophies
19.2.1 General
352 19.2.2 Database development and data acquisition
353 19.2.3 Evaluation
19.2.4 Planning
354 19.2.5 Implementation
19.3 Planning considerations
19.3.1 General
19.3.2 Inspection categories
355 19.4 Implementation issues
19.4.1 Personnel qualifications
356 19.4.2 Equipment certification
19.4.3 Inspection programmes
357 19.4.4 Preparations for inspections
358 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
361 19.5.3 Minimum inspection requirements for structural and non-structural attachments
362 19.5.4 Inspection results and actions
19.5.5 Tank testing and watertightness
363 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
364 20.2.4 Acceptance criteria
20.3 Mitigation
366 21 Other hulls
21.1 General
21.2 Structural steel design
21.3 Stability and watertight integrity
367 Annex A (informative) Additional information and guidance
438 Bibliography
BS EN ISO 19904-1:2019 - TC
$280.87