BS EN ISO 19900:2019
$215.11
Petroleum and natural gas industries. General requirements for offshore structures
Published By | Publication Date | Number of Pages |
BSI | 2019 | 76 |
This document specifies general requirements and recommendations for the design and assessment of bottom-founded (fixed) and buoyant (floating) offshore structures.
This document is applicable for all phases of the life of the structure, including:
-
successive stages of construction (i.e. fabrication, transportation, and installation),
-
service in-place, both during design life and during any life extensions, and
-
decommissioning, and removal.
This document contains general requirements and recommendations for both the design of new build structures and for the structural integrity management and assessment of existing structures.
This document does not apply to subsea and riser systems or pipeline systems.
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | National foreword |
4 | European foreword |
7 | Foreword |
8 | Introduction |
11 | 1 Scope 2 Normative references |
12 | 3 Terms and definitions |
18 | 4 Symbols and abbreviated terms 4.1 Symbols |
19 | 4.2 Abbreviated terms 5 Fundamental requirements 5.1 General |
20 | 5.2 Structural integrity requirements 5.3 Functional requirements |
21 | 5.4 Requirements for specific phases of the life of the structure 5.4.1 Planning 5.4.2 Construction and deployment 5.4.3 Structural integrity management 5.4.4 Decommissioning and removal |
22 | 5.5 Requirements for durability and robustness 5.5.1 Durability, maintenance and inspection 5.5.2 Robustness |
23 | 6 Basis for design/assessment 6.1 General 6.2 Platform location and orientation |
24 | 6.3 Physical environmental conditions 6.4 Geotechnical and geophysical conditions 6.4.1 Marine site investigations |
25 | 6.4.2 Seabed instability 6.4.3 Seabed disturbance |
26 | 6.5 Specific design/assessment requirements 6.5.1 Topsides structures 6.5.2 Deck elevation |
27 | 6.5.3 Splash zone 6.5.4 Stationkeeping systems 6.5.5 Conductor and riser systems 6.5.6 Foundations and anchoring |
28 | 6.5.7 Additional operational requirements 7 Development of design/assessment situations 7.1 Hazards 7.2 Hazardous events |
29 | 7.3 Exposure levels 7.3.1 General |
30 | 7.3.2 Exposure level L1 7.3.3 Exposure level L2 7.3.4 Exposure level L3 |
31 | 7.4 Design/assessment situations 7.4.1 General 7.4.2 Operational design/assessment situations |
32 | 7.4.3 Extreme design/assessment situations 7.4.4 Abnormal design/assessment situations |
33 | 7.4.5 Accidental design/assessment situations 7.4.6 Short duration design/assessment situations |
34 | 7.4.7 Serviceability design/assessment situations 8 Limit state verification 8.1 General |
35 | 8.2 Basic variables and representative values |
36 | 8.3 Limit states 8.3.1 Categories of limit states 8.3.2 Ultimate limit states |
37 | 8.3.3 Abnormal/accidental limit states 8.3.4 Serviceability limit states 8.3.5 Fatigue limit states |
38 | 8.4 Limit state verification procedure 9 Actions 9.1 Classifications of actions |
39 | 9.2 Permanent actions and their representative values 9.3 Operational actions and their representative values |
40 | 9.4 Environmental actions and their representative values |
41 | 9.5 Accidental actions and their representative values |
42 | 9.6 Repetitive actions 10 Design values and partial factors 10.1 Design values of actions 10.2 Actions acting in combination 10.2.1 Principal and companion actions for the same action type |
43 | 10.2.2 Principal and accompanying actions for specific design/assessment situations 10.3 Design values of resistance 10.3.1 General |
44 | 10.3.2 Design values of materials including soils 10.3.3 Design values of geometric variables 10.3.4 Uncertainties in analysis models 10.4 Partial factors for operational and extreme design/assessment situations |
45 | 10.5 Partial factors for abnormal and accidental design/assessment situations 10.6 Partial factors for serviceability design/assessment situations 10.7 Partial factors for fatigue design/assessment verification 10.8 Probabilistic modelling and analysis 11 Models and analysis |
46 | 12 Quality management 12.1 General 12.2 Installation inspection 12.3 In-service inspection, maintenance and repair |
47 | 12.4 Records and documentation of design and construction 12.4.1 General 12.4.2 Calculations |
48 | 12.4.3 Weight and centre of gravity reports 12.4.4 Drawings and specifications 13 Assessment of existing structures 13.1 General |
49 | 13.2 Condition assessment 13.2.1 General 13.2.2 Service and operating requirements 13.2.3 Environmental conditions |
50 | 13.2.4 Testing, inspection, maintenance and repair history 13.3 Action assessment 13.4 Resistance assessment 13.5 Component and system failure consequences 13.6 Mitigation |
51 | Annex A(informative) Additional information and guidance |