BS EN ISO 19901-3:2014
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
Petroleum and natural gas industries. Specific requirements for offshore structures Topsides structure
Hardcopy , PDF
30-01-2024
English
31-12-2014
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
5 Overall considerations
6 Design requirements
7 Actions
8 Strength and resistance of structural components
9 Structural systems
10 Materials
11 Fabrication, quality control, quality assurance
and documentation
12 Corrosion control
13 Loadout, transportation and installation
14 In-service inspection and structural integrity management
15 Assessment of existing topsides structures
16 Reuse of topsides structure
Annex A (informative) - Additional information and guidance
Annex B (informative) - Example calculation of building
code correspondence factor
Annex C (informative) - Regional information
Bibliography
Provides requirements for the design, fabrication, installation, modification and structural integrity management for the topsides structure for an oil and gas platform.
Committee |
B/525/12
|
DevelopmentNote |
Supersedes 07/30092995 DC. (01/2011) Supersedes 14/30300516 DC. (01/2015)
|
DocumentType |
Standard
|
Pages |
130
|
PublisherName |
British Standards Institution
|
Status |
Superseded
|
SupersededBy | |
Supersedes |
This part of ISO19901 gives requirements for the design, fabrication, installation, modification and structural integrity management for the topsides structure for an oil and gas platform. It complements ISO19902, ISO19903, ISO19904-1, ISO19905-1 and ISO19906, which give requirements for various forms of support structure. Requirements in this part of ISO19901 concerning modifications and maintenance relate only to those aspects that are of direct relevance to the structural integrity of the topsides structure.
The actions on (structural components of) the topsides structure are derived from this part of ISO19901, where necessary in combination with other International Standards in the ISO19901 series. The resistances of structural components of the topsides structure can be determined by the use of international or national building codes, as specified in this part of ISO19901. If any part of the topsides structure forms part of the primary structure of the overall structural system of the whole platform, the requirements of this part of ISO19901 are supplemented with applicable requirements in ISO19902, ISO19903, ISO19904-1, ISO19905-1 and ISO19906.
This part of ISO19901 is applicable to the topsides of offshore structures for the petroleum and natural gas industries, as follows:
topsides of fixed offshore structures;
discrete structural units placed on the hull structures of floating offshore structures and mobile offshore units;
certain aspects of the topsides of arctic structures.
This part of ISO19901 is not applicable to those parts of the superstructure of floating structures that form part of the overall structural system of the floating structure; these parts come under the provisions of ISO19904-1. This part of ISO19901 only applies to the structure of modules on a floating structure that do not contribute to the overall integrity of the floating structural system.
This part of ISO19901 is not applicable to the structure of hulls of mobile offshore units.
This part of ISO19901 does not apply to those parts of floating offshore structures and mobile offshore units that are governed by the rules of a recognized certifying authority and which are wholly within the class rules.
Some aspects of this part of ISO19901 are also applicable to those parts of the hulls of floating offshore structures and mobile offshore units that contain hydrocarbon processing, piping or storage.
This part of ISO19901 contains requirements for, and guidance and information on, the following aspects of topsides structures:
design, fabrication, installation and modification;
in-service inspection and structural integrity management;
assessment of existing topsides structures;
reuse;
decommissioning, removal and disposal;
prevention, control and assessment of fire, explosions and other accidental events.
This part of ISO19901 applies to structural components including the following:
primary and secondary structure in decks, module support frames and modules;
flare structures;
crane pedestal and other crane support arrangements;
helicopter landing decks (helidecks);
permanent bridges between separate offshore structures;
masts, towers and booms on offshore structures.
Standards | Relationship |
EN ISO 19901-3:2014 | Identical |
ISO 19901-3:2014 | Identical |
ISO 19901-6:2009 | Petroleum and natural gas industries — Specific requirements for offshore structures — Part 6: Marine operations |
ISO 19901-2:2017 | Petroleum and natural gas industries Specific requirements for offshore structures Part 2: Seismic design procedures and criteria |
API 2A WSD : 2014 | PLANNING, DESIGNING, AND CONSTRUCTING FIXED OFFSHORE PLATFORMS - WORKING STRESS DESIGN |
ISO 8501-1:2007 | Preparation of steel substrates before application of paints and related products — Visual assessment of surface cleanliness — Part 1: Rust grades and preparation grades of uncoated steel substrates and of steel substrates after overall removal of previous coatings |
ISO 19900:2013 | Petroleum and natural gas industries General requirements for offshore structures |
API SPEC 4F : 2013 | SPECIFICATION FOR DRILLING AND WELL SERVICING STRUCTURES |
BS EN 1995-1-2:2004 | Eurocode 5. Design of timber structures General - Structural fire design |
ISO 12944-5:2007 | Paints and varnishes Corrosion protection of steel structures by protective paint systems Part 5: Protective paint systems |
CSA S16 : 2014 | DESIGN OF STEEL STRUCTURES |
API BULL 2V : 2004 | DESIGN OF FLAT PLATE STRUCTURES |
ISO 2394:2015 | General principles on reliability for structures |
BS EN 1993-1-9:2005 | Eurocode 3. Design of steel structures Fatigue |
ASCE 7 05 : 2006 | MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES |
ISO 19903:2006 | Petroleum and natural gas industries Fixed concrete offshore structures |
ISO 19904-1:2006 | Petroleum and natural gas industries Floating offshore structures Part 1: Monohulls, semi-submersibles and spars |
BS EN 1993-1-1 : 2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
AISC 360 : 2016 | SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS |
ISO 19902:2007 | Petroleum and natural gas industries Fixed steel offshore structures |
ISO 19906:2010 | Petroleum and natural gas industries Arctic offshore structures |
API 4E : 3ED 88 | SPECIFICATION FOR DRILLING AND WELL SERVICING STRUCTURES |
ISO 2631-2:2003 | Mechanical vibration and shock — Evaluation of human exposure to whole-body vibration — Part 2: Vibration in buildings (1 Hz to 80 Hz) |
BS EN 1993-3-1:2006 | Eurocode 3. Design of steel structures Towers, masts and chimneys |
ISO 2631-1:1997 | Mechanical vibration and shock — Evaluation of human exposure to whole-body vibration — Part 1: General requirements |
BS EN 13852-1:2013 | Cranes. Offshore cranes General-purpose offshore cranes |
ISO 20340:2009 | Paints and varnishes Performance requirements for protective paint systems for offshore and related structures |
API 2A LRFD : 1993 | RECOMMENDED PRACTICE FOR PLANNING, DESIGNING AND CONSTRUCTING FIXED OFFSHORE PLATFORMS - LOAD AND RESISTANCE FACTOR DESIGN |
AWS D1.1/D1.1M : 2015 | STRUCTURAL WELDING CODE-STEEL |
ISO 19901-5:2016 | Petroleum and natural gas industries Specific requirements for offshore structures Part 5: Weight control during engineering and construction |
ISO 834-1:1999 | Fire-resistance tests Elements of building construction Part 1: General requirements |
BS EN 1998-1 : 2004 | EUROCODE 8: DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 1: GENERAL RULES, SEISMIC ACTIONS AND RULES FOR BUILDINGS |
ISO 22899-1:2007 | Determination of the resistance to jet fires of passive fire protection materials Part 1: General requirements |
CAA CAP 437 : 2016 | OFFSHORE HELICOPTER LANDING AREAS |
ISO 19901-1:2015 | Petroleum and natural gas industries Specific requirements for offshore structures Part 1: Metocean design and operating considerations |
ISO 13702:2015 | Petroleum and natural gas industries — Control and mitigation of fires and explosions on offshore production installations — Requirements and guidelines |
BS EN 1999-1-1 : 2007 | EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-1: GENERAL STRUCTURAL RULES |
ISO 19905-1:2016 | Petroleum and natural gas industries — Site-specific assessment of mobile offshore units — Part 1: Jack-ups |
ISO 6897:1984 | Guidelines for the evaluation of the response of occupants of fixed structures, especially buildings and off-shore structures, to low-frequency horizontal motion (0,063 to 1 Hz) |
BS EN 1995-1-1 : 2012 | EUROCODE 5: DESIGN OF TIMBER STRUCTURES - PART 1-1: GENERAL - COMMON RULES AND RULES FOR BUILDINGS |
BS EN 1993-1-2:2005 | Eurocode 3. Design of steel structures General rules - Structural fire design |
ISO 13626:2003 | Petroleum and natural gas industries — Drilling and production equipment — Drilling and well-servicing structures |
ICAO 7300 ANNEX 14 VOL.2 : 2013 | ANNEX 14 TO THE CONVENTION ON INTERNATIONAL CIVIL AVIATION (ICAO 7300) - AERODROMES - VOLUME 2: HELIPORTS |
NS 3472 : 2001 | STEEL STRUCTURES - DESIGN RULES |
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