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BS EN ISO 19900:2013

BS EN ISO 19900:2013

$198.66

Petroleum and natural gas industries. General requirements for offshore structures

Published By Publication Date Number of Pages
BSI 2013 60
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PDF Catalog

PDF Pages PDF Title
4 Foreword
7 Foreword
8 Introduction
9 Figure fig_1
11 Section sec_1
Section sec_2
Section sec_3
1 Scope
2 Normative references
3 Terms and definitions
12 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
13 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
14 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
15 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
16 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
4 Symbols and abbreviated terms
4.1 Symbols
17 Section sec_4.2
4.2 Abbreviated terms
18 Section sec_5
Section sec_5.1
Section sec_5.2
Section sec_5.3
5 General requirements and conditions
5.1 General
5.2 Fundamental requirements
5.3 Robustness
19 Section sec_5.4
Section sec_5.5
5.4 Planning
5.5 Durability, maintenance and inspection
20 Section sec_5.6
Section sec_5.7
Section sec_5.8
5.6 Hazards
5.7 Design basis
5.8 Service requirements
21 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
5.9 Operating requirements
5.10 Special requirements
5.11 Location and orientation
22 Section sec_5.12
Section sec_5.12.1
Section sec_5.12.2
Section sec_5.12.3
5.12 Structural configuration
23 Section sec_5.12.4
Section sec_5.12.5
Section sec_5.12.6
24 Section sec_5.13
Section sec_5.13.1
Section sec_5.13.1.1
Section sec_5.13.1.2
5.13 Environmental conditions
25 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
26 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
27 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
28 Section sec_5.13.3.3
Section sec_5.14
Section sec_5.15
Section sec_6
Section sec_6.1
5.14 Construction and deployment
5.15 Decommissioning and removal
6 Exposure levels
6.1 General
29 Section sec_6.2
6.2 Life-safety categories
30 Section sec_6.3
6.3 Consequence categories
31 Section sec_6.4
Table tab_1
6.4 Determination of exposure level
32 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
7 Limit states design
7.1 Limit states
33 Section sec_7.1.5
Section sec_7.1.6
Section sec_7.2
Section sec_7.2.1
Section sec_7.2.2
7.2 Design
34 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
8 Basic variables
8.1 General
8.2 Actions
35 Section sec_8.2.1.3
Section sec_8.2.1.4
Section sec_8.2.1.5
36 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
8.3 Resistances
37 Section sec_8.3.3
Section sec_9
Section sec_9.1
9 Partial factor design approach
9.1 Principles
38 Section sec_9.2
Section sec_9.2.1
Section sec_9.2.2
9.2 Actions and their combinations
39 Section sec_9.2.3
Section sec_9.2.4
40 Section sec_9.3
Section sec_9.3.1
Section sec_9.3.2
9.3 Properties of materials and soils
41 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
9.4 Geometric parameters
9.5 Uncertainties of calculation models
9.6 Values for partial factors
42 Section sec_9.6.3
Section sec_9.6.4
Section sec_9.6.5
Section sec_9.7
Section sec_10
9.7 Structural reliability analysis
10 Models and analysis
43 Section sec_11
Section sec_11.1
11 Quality management
11.1 General
44 Section sec_11.2
Section sec_11.3
Table tab_2
Section sec_11.4
Section sec_11.4.1
11.2 Responsibilities
11.3 Quality management system
11.4 Quality control plan
45 Section sec_11.4.2
Section sec_11.4.3
Section sec_11.4.4
Section sec_11.5
Section sec_11.6
11.5 Installation inspection
11.6 In-service inspection, maintenance and repair
46 Section sec_11.7
Section sec_11.7.1
Table tab_3
Section sec_11.7.2
11.7 Records and documentation
47 Section sec_11.7.3
Section sec_11.7.4
Section sec_11.7.5
Section sec_12
Section sec_12.1
12 Assessment of existing structures
12.1 General
48 Section sec_12.2
Section sec_12.2.1
Section sec_12.2.2
Section sec_12.2.3
Section sec_12.2.4
12.2 Condition assessment
49 Section sec_12.3
Section sec_12.4
Section sec_12.5
Section sec_12.6
Section sec_12.7
12.3 Action assessment
12.4 Resistance assessment
12.5 Component and system failure consequences and mitigation
12.6 Fatigue
12.7 Mitigation
50 Annex sec_A
Annex sec_A.1
Annex sec_A.2
Annex sec_A.2.1
Annex A
(informative)

Additional information and guidance

51 Annex sec_A.2.2
Annex sec_A.2.3
Annex sec_A.2.4
Annex sec_A.2.5
52 Annex sec_A.2.6
Table tab_c
Figure fig_A.1
53 Annex sec_A.2.7
Annex sec_A.2.7.1
Annex sec_A.2.7.2
Annex sec_A.2.7.3
54 Annex sec_A.2.7.4
Annex sec_A.3
Annex sec_A.3.1
Annex sec_A.3.2
55 Annex sec_A.3.3
Annex sec_A.3.4
56 Annex sec_A.3.5
Annex sec_A.3.6
57 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
Bibliography

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BS EN ISO 19900:2013
$198.66