{"id":218991,"date":"2024-10-19T14:12:34","date_gmt":"2024-10-19T14:12:34","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-iso-199002019\/"},"modified":"2024-10-25T07:29:56","modified_gmt":"2024-10-25T07:29:56","slug":"bs-en-iso-199002019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-iso-199002019\/","title":{"rendered":"BS EN ISO 19900:2019"},"content":{"rendered":"
This document specifies general requirements and recommendations for the design and assessment of bottom-founded (fixed) and buoyant (floating) offshore structures.<\/p>\n
This document is applicable for all phases of the life of the structure, including:<\/p>\n
successive stages of construction (i.e. fabrication, transportation, and installation),<\/p>\n<\/li>\n
service in-place, both during design life and during any life extensions, and<\/p>\n<\/li>\n
decommissioning, and removal.<\/p>\n<\/li>\n<\/ul>\n
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.<\/p>\n
This document does not apply to subsea and riser systems or pipeline systems.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
2<\/td>\n | National foreword <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | European foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 4 Symbols and abbreviated terms 4.1 Symbols <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 4.2 Abbreviated terms 5 Fundamental requirements 5.1 General <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 5.2 Structural integrity requirements 5.3 Functional requirements <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.5 Requirements for durability and robustness 5.5.1 Durability, maintenance and inspection 5.5.2 Robustness <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 6 Basis for design\/assessment 6.1 General 6.2 Platform location and orientation <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 6.3 Physical environmental conditions 6.4 Geotechnical and geophysical conditions 6.4.1 Marine site investigations <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 6.4.2 Seabed instability 6.4.3 Seabed disturbance <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 6.5 Specific design\/assessment requirements 6.5.1 Topsides structures 6.5.2 Deck elevation <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 6.5.3 Splash zone 6.5.4 Stationkeeping systems 6.5.5 Conductor and riser systems 6.5.6 Foundations and anchoring <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 6.5.7 Additional operational requirements 7 Development of design\/assessment situations 7.1 Hazards 7.2 Hazardous events <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 7.3 Exposure levels 7.3.1 General <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 7.3.2 Exposure level L1 7.3.3 Exposure level L2 7.3.4 Exposure level L3 <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 7.4 Design\/assessment situations 7.4.1 General 7.4.2 Operational design\/assessment situations <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 7.4.3 Extreme design\/assessment situations 7.4.4 Abnormal design\/assessment situations <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 7.4.5 Accidental design\/assessment situations 7.4.6 Short duration design\/assessment situations <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 7.4.7 Serviceability design\/assessment situations 8 Limit state verification 8.1 General <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 8.2 Basic variables and representative values <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 8.3 Limit states 8.3.1 Categories of limit states 8.3.2 Ultimate limit states <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 8.3.3 Abnormal\/accidental limit states 8.3.4 Serviceability limit states 8.3.5 Fatigue limit states <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 8.4 Limit state verification procedure 9 Actions 9.1 Classifications of actions <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 9.2 Permanent actions and their representative values 9.3 Operational actions and their representative values <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 9.4 Environmental actions and their representative values <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 9.5 Accidental actions and their representative values <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 10.2.2 Principal and accompanying actions for specific design\/assessment situations 10.3 Design values of resistance 10.3.1 General <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 12 Quality management 12.1 General 12.2 Installation inspection 12.3 In-service inspection, maintenance and repair <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 12.4 Records and documentation of design and construction 12.4.1 General 12.4.2 Calculations <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 12.4.3 Weight and centre of gravity reports 12.4.4 Drawings and specifications 13 Assessment of existing structures 13.1 General <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 13.2 Condition assessment 13.2.1 General 13.2.2 Service and operating requirements 13.2.3 Environmental conditions <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Annex A(informative) Additional information and guidance <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Petroleum and natural gas industries. General requirements for offshore structures<\/b><\/p>\n |