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 |
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:
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production;
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storage and/or offloading;
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drilling and production;
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production, storage and offloading;
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drilling, production, storage and offloading.
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.
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.
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:
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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;
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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:
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design, construction and installation of new structures, including requirements for inspection, integrity management and future removal,
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structural integrity management covering inspection and assessment of structures in-service, and
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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:
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ship-shaped structures and barges;
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semi-submersibles;
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spars;
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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.
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.
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 |