ISO 19900:2013
Petroleum and natural gas industries — General requirements for offshore structures
ISO 19900:2013 specifies general principles for the design and assessment of offshore structures subjected to known or foreseeable types of actions. These general principles are applicable worldwide to all types of offshore structures, including, bottom-founded structures as well as floating structures, and to all types of materials used including steel, concrete and aluminium.
ISO 19900:2013 specifies design principles that are applicable to:
- the successive stages in the construction of the structure (i.e. fabrication, transportation and installation);
- use during its intended life; and
- its decommissioning.
The principles are also generally applicable to the assessment or modification of existing structures. Aspects related to quality control are also addressed.
ISO 19900:2013 is applicable to the design of complete structures, including substructures, topsides structures, vessel hulls, foundations and mooring systems.
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Figure fig_1
Section sec_1
Section sec_2
Section sec_3
Section sec_3.1
Section sec_3.2
Section sec_3.3
Section sec_3.4
Section sec_3.5
Section sec_3.6
Section sec_3.7
Section sec_3.8
Section sec_3.9
Section sec_3.10
Section sec_3.11
Section sec_3.12
Section sec_3.13
Section sec_3.14
Section sec_3.15
Section sec_3.16
Section sec_3.17
Section sec_3.18
Section sec_3.19
Section sec_3.20
Section sec_3.21
Section sec_3.22
Section sec_3.23
Section sec_3.24
Section sec_3.25
Section sec_3.26
Section sec_3.27
Section sec_3.28
Section sec_3.29
Section sec_3.30
Section sec_3.31
Section sec_3.32
Section sec_3.33
Section sec_3.34
Section sec_3.35
Section sec_3.36
Section sec_3.37
Section sec_3.38
Section sec_3.39
Section sec_3.40
Section sec_3.41
Section sec_3.42
Section sec_3.43
Section sec_3.44
Section sec_3.45
Section sec_3.46
Section sec_3.47
Section sec_3.48
Section sec_3.49
Section sec_3.50
Section sec_3.51
Section sec_3.52
Section sec_4
Section sec_4.1
Section sec_4.2
Section sec_5
Section sec_5.1
Section sec_5.2
Section sec_5.3
Section sec_5.4
Section sec_5.5
Section sec_5.6
Section sec_5.7
Section sec_5.8
Section sec_5.9
Section sec_5.9.1
Section sec_5.9.2
Section sec_5.9.3
Section sec_5.9.4
Section sec_5.9.5
Section sec_5.10
Section sec_5.11
Section sec_5.12
Section sec_5.12.1
Section sec_5.12.2
Section sec_5.12.3
Section sec_5.12.4
Section sec_5.12.5
Section sec_5.12.6
Section sec_5.13
Section sec_5.13.1
Section sec_5.13.1.1
Section sec_5.13.1.2
Section sec_5.13.1.3
Section sec_5.13.1.4
Section sec_5.13.1.5
Section sec_5.13.1.6
Section sec_5.13.1.7
Section sec_5.13.1.8
Section sec_5.13.1.9
Section sec_5.13.1.10
Section sec_5.13.2
Section sec_5.13.2.1
Section sec_5.13.2.2
Section sec_5.13.2.3
Section sec_5.13.2.4
Section sec_5.13.2.5
Section sec_5.13.3
Section sec_5.13.3.1
Section sec_5.13.3.2
Section sec_5.13.3.3
Section sec_5.14
Section sec_5.15
Section sec_6
Section sec_6.1
Section sec_6.2
Section sec_6.3
Section sec_6.4
Table tab_1
Section sec_7
Section sec_7.1
Section sec_7.1.1
Section sec_7.1.2
Section sec_7.1.3
Section sec_7.1.4
Section sec_7.1.5
Section sec_7.1.6
Section sec_7.2
Section sec_7.2.1
Section sec_7.2.2
Section sec_8
Section sec_8.1
Section sec_8.2
Section sec_8.2.1
Section sec_8.2.1.1
Section sec_8.2.1.2
Section sec_8.2.1.3
Section sec_8.2.1.4
Section sec_8.2.1.5
Section sec_8.2.1.6
Section sec_8.2.2
Section sec_8.3
Section sec_8.3.1
Section sec_8.3.2
Section sec_8.3.3
Section sec_9
Section sec_9.1
Section sec_9.2
Section sec_9.2.1
Section sec_9.2.2
Section sec_9.2.3
Section sec_9.2.4
Section sec_9.3
Section sec_9.3.1
Section sec_9.3.2
Section sec_9.4
Section sec_9.4.1
Section sec_9.4.2
Section sec_9.5
Section sec_9.6
Section sec_9.6.1
Section sec_9.6.2
Section sec_9.6.2.1
Section sec_9.6.2.2
Section sec_9.6.3
Section sec_9.6.4
Section sec_9.6.5
Section sec_9.7
Section sec_10
Section sec_11
Section sec_11.1
Section sec_11.2
Section sec_11.3
Table tab_2
Section sec_11.4
Section sec_11.4.1
Section sec_11.4.2
Section sec_11.4.3
Section sec_11.4.4
Section sec_11.5
Section sec_11.6
Section sec_11.7
Section sec_11.7.1
Table tab_3
Section sec_11.7.2
Section sec_11.7.3
Section sec_11.7.4
Section sec_11.7.5
Section sec_12
Section sec_12.1
Section sec_12.2
Section sec_12.2.1
Section sec_12.2.2
Section sec_12.2.3
Section sec_12.2.4
Section sec_12.3
Section sec_12.4
Section sec_12.5
Section sec_12.6
Section sec_12.7
Annex sec_A
Annex sec_A.1
Annex sec_A.2
Annex sec_A.2.1
Annex sec_A.2.2
Annex sec_A.2.3
Annex sec_A.2.4
Annex sec_A.2.5
Annex sec_A.2.6
Table tab_c
Figure fig_A.1
Annex sec_A.2.7
Annex sec_A.2.7.1
Annex sec_A.2.7.2
Annex sec_A.2.7.3
Annex sec_A.2.7.4
Annex sec_A.3
Annex sec_A.3.1
Annex sec_A.3.2
Annex sec_A.3.3
Annex sec_A.3.4
Annex sec_A.3.5
Annex sec_A.3.6
Reference ref_1
Reference ref_2
Reference ref_3
Reference ref_4
Reference ref_5
Reference ref_6
Reference ref_7
Reference ref_8
Reference ref_9
Reference ref_10
Reference ref_11
Reference ref_12
Reference ref_13
Reference ref_14
Reference ref_15
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
4.1 Symbols
4.2 Abbreviated terms
5 General requirements and conditions
5.1 General
5.2 Fundamental requirements
5.3 Robustness
5.4 Planning
5.5 Durability, maintenance and inspection
5.6 Hazards
5.7 Design basis
5.8 Service requirements
5.9 Operating requirements
5.10 Special requirements
5.11 Location and orientation
5.12 Structural configuration
5.13 Environmental conditions
5.14 Construction and deployment
5.15 Decommissioning and removal
6 Exposure levels
6.1 General
6.2 Life-safety categories
6.3 Consequence categories
6.4 Determination of exposure level
7 Limit states design
7.1 Limit states
7.2 Design
8 Basic variables
8.1 General
8.2 Actions
8.3 Resistances
9 Partial factor design approach
9.1 Principles
9.2 Actions and their combinations
9.3 Properties of materials and soils
9.4 Geometric parameters
9.5 Uncertainties of calculation models
9.6 Values for partial factors
9.7 Structural reliability analysis
10 Models and analysis
11 Quality management
11.1 General
11.2 Responsibilities
11.3 Quality management system
11.4 Quality control plan
11.5 Installation inspection
11.6 In-service inspection, maintenance and repair
11.7 Records and documentation
12 Assessment of existing structures
12.1 General
12.2 Condition assessment
12.3 Action assessment
12.4 Resistance assessment
12.5 Component and system failure consequences and mitigation
12.6 Fatigue
12.7 Mitigation
Annex A (informative) Additional information and guidance
Bibliography
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Figure fig_1
Section sec_1
Section sec_2
Section sec_3
Section sec_3.1
Section sec_3.2
Section sec_3.3
Section sec_3.4
Section sec_3.5
Section sec_3.6
Section sec_3.7
Section sec_3.8
Section sec_3.9
Section sec_3.10
Section sec_3.11
Section sec_3.12
Section sec_3.13
Section sec_3.14
Section sec_3.15
Section sec_3.16
Section sec_3.17
Section sec_3.18
Section sec_3.19
Section sec_3.20
Section sec_3.21
Section sec_3.22
Section sec_3.23
Section sec_3.24
Section sec_3.25
Section sec_3.26
Section sec_3.27
Section sec_3.28
Section sec_3.29
Section sec_3.30
Section sec_3.31
Section sec_3.32
Section sec_3.33
Section sec_3.34
Section sec_3.35
Section sec_3.36
Section sec_3.37
Section sec_3.38
Section sec_3.39
Section sec_3.40
Section sec_3.41
Section sec_3.42
Section sec_3.43
Section sec_3.44
Section sec_3.45
Section sec_3.46
Section sec_3.47
Section sec_3.48
Section sec_3.49
Section sec_3.50
Section sec_3.51
Section sec_3.52
Section sec_4
Section sec_4.1
Section sec_4.2
Section sec_5
Section sec_5.1
Section sec_5.2
Section sec_5.3
Section sec_5.4
Section sec_5.5
Section sec_5.6
Section sec_5.7
Section sec_5.8
Section sec_5.9
Section sec_5.9.1
Section sec_5.9.2
Section sec_5.9.3
Section sec_5.9.4
Section sec_5.9.5
Section sec_5.10
Section sec_5.11
Section sec_5.12
Section sec_5.12.1
Section sec_5.12.2
Section sec_5.12.3
Section sec_5.12.4
Section sec_5.12.5
Section sec_5.12.6
Section sec_5.13
Section sec_5.13.1
Section sec_5.13.1.1
Section sec_5.13.1.2
Section sec_5.13.1.3
Section sec_5.13.1.4
Section sec_5.13.1.5
Section sec_5.13.1.6
Section sec_5.13.1.7
Section sec_5.13.1.8
Section sec_5.13.1.9
Section sec_5.13.1.10
Section sec_5.13.2
Section sec_5.13.2.1
Section sec_5.13.2.2
Section sec_5.13.2.3
Section sec_5.13.2.4
Section sec_5.13.2.5
Section sec_5.13.3
Section sec_5.13.3.1
Section sec_5.13.3.2
Section sec_5.13.3.3
Section sec_5.14
Section sec_5.15
Section sec_6
Section sec_6.1
Section sec_6.2
Section sec_6.3
Section sec_6.4
Table tab_1
Section sec_7
Section sec_7.1
Section sec_7.1.1
Section sec_7.1.2
Section sec_7.1.3
Section sec_7.1.4
Section sec_7.1.5
Section sec_7.1.6
Section sec_7.2
Section sec_7.2.1
Section sec_7.2.2
Section sec_8
Section sec_8.1
Section sec_8.2
Section sec_8.2.1
Section sec_8.2.1.1
Section sec_8.2.1.2
Section sec_8.2.1.3
Section sec_8.2.1.4
Section sec_8.2.1.5
Section sec_8.2.1.6
Section sec_8.2.2
Section sec_8.3
Section sec_8.3.1
Section sec_8.3.2
Section sec_8.3.3
Section sec_9
Section sec_9.1
Section sec_9.2
Section sec_9.2.1
Section sec_9.2.2
Section sec_9.2.3
Section sec_9.2.4
Section sec_9.3
Section sec_9.3.1
Section sec_9.3.2
Section sec_9.4
Section sec_9.4.1
Section sec_9.4.2
Section sec_9.5
Section sec_9.6
Section sec_9.6.1
Section sec_9.6.2
Section sec_9.6.2.1
Section sec_9.6.2.2
Section sec_9.6.3
Section sec_9.6.4
Section sec_9.6.5
Section sec_9.7
Section sec_10
Section sec_11
Section sec_11.1
Section sec_11.2
Section sec_11.3
Table tab_2
Section sec_11.4
Section sec_11.4.1
Section sec_11.4.2
Section sec_11.4.3
Section sec_11.4.4
Section sec_11.5
Section sec_11.6
Section sec_11.7
Section sec_11.7.1
Table tab_3
Section sec_11.7.2
Section sec_11.7.3
Section sec_11.7.4
Section sec_11.7.5
Section sec_12
Section sec_12.1
Section sec_12.2
Section sec_12.2.1
Section sec_12.2.2
Section sec_12.2.3
Section sec_12.2.4
Section sec_12.3
Section sec_12.4
Section sec_12.5
Section sec_12.6
Section sec_12.7
Annex sec_A
Annex sec_A.1
Annex sec_A.2
Annex sec_A.2.1
Annex sec_A.2.2
Annex sec_A.2.3
Annex sec_A.2.4
Annex sec_A.2.5
Annex sec_A.2.6
Table tab_c
Figure fig_A.1
Annex sec_A.2.7
Annex sec_A.2.7.1
Annex sec_A.2.7.2
Annex sec_A.2.7.3
Annex sec_A.2.7.4
Annex sec_A.3
Annex sec_A.3.1
Annex sec_A.3.2
Annex sec_A.3.3
Annex sec_A.3.4
Annex sec_A.3.5
Annex sec_A.3.6
Reference ref_1
Reference ref_2
Reference ref_3
Reference ref_4
Reference ref_5
Reference ref_6
Reference ref_7
Reference ref_8
Reference ref_9
Reference ref_10
Reference ref_11
Reference ref_12
Reference ref_13
Reference ref_14
Reference ref_15
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
4.1 Symbols
4.2 Abbreviated terms
5 General requirements and conditions
5.1 General
5.2 Fundamental requirements
5.3 Robustness
5.4 Planning
5.5 Durability, maintenance and inspection
5.6 Hazards
5.7 Design basis
5.8 Service requirements
5.9 Operating requirements
5.10 Special requirements
5.11 Location and orientation
5.12 Structural configuration
5.13 Environmental conditions
5.14 Construction and deployment
5.15 Decommissioning and removal
6 Exposure levels
6.1 General
6.2 Life-safety categories
6.3 Consequence categories
6.4 Determination of exposure level
7 Limit states design
7.1 Limit states
7.2 Design
8 Basic variables
8.1 General
8.2 Actions
8.3 Resistances
9 Partial factor design approach
9.1 Principles
9.2 Actions and their combinations
9.3 Properties of materials and soils
9.4 Geometric parameters
9.5 Uncertainties of calculation models
9.6 Values for partial factors
9.7 Structural reliability analysis
10 Models and analysis
11 Quality management
11.1 General
11.2 Responsibilities
11.3 Quality management system
11.4 Quality control plan
11.5 Installation inspection
11.6 In-service inspection, maintenance and repair
11.7 Records and documentation
12 Assessment of existing structures
12.1 General
12.2 Condition assessment
12.3 Action assessment
12.4 Resistance assessment
12.5 Component and system failure consequences and mitigation
12.6 Fatigue
12.7 Mitigation
Annex A (informative) Additional information and guidance
Bibliography