NF EN ISO 19900

NF EN ISO 19900

November 2003
Standard Cancelled

Petroleum and natural gas industries - General requirements for offshore structures

ISO 19900:2002 specifies general principles for the design and assessment of 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 19900:2002 specifies design principles that are applicable to the successive stages in construction (namely fabrication, transportation and installation), to the use of the structure during its intended life and to its decommissioning. Generally, the principles are also applicable to the assessment or modification of existing structures. Aspects related to quality control are also addressed. ISO 19900:2002 is applicable to the design of complete structures including substructures, topsides structures, vessel hulls, foundations and mooring systems.

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Main informations

Collections

National standards and national normative documents

Publication date

November 2003

Number of pages

41 p.

Reference

NF EN ISO 19900

ICS Codes

75.180.10   Exploratory, drilling and extraction equipment

Classification index

M87-205

Print number

1 - 26/01/2004

International kinship

European kinship

EN ISO 19900:2002
Sumary
Petroleum and natural gas industries - General requirements for offshore structures

ISO 19900:2002 specifies general principles for the design and assessment of 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 19900:2002 specifies design principles that are applicable to the successive stages in construction (namely fabrication, transportation and installation), to the use of the structure during its intended life and to its decommissioning. Generally, the principles are also applicable to the assessment or modification of existing structures. Aspects related to quality control are also addressed.

ISO 19900:2002 is applicable to the design of complete structures including substructures, topsides structures, vessel hulls, foundations and mooring systems.

Replaced standards (1)
NF EN ISO 13819-1
December 1997
Standard Cancelled
Petroleum and natural gas industries. Offshore structures. Part 1 : general requirements.

Standard replaced by (1)
NF EN ISO 19900
July 2014
Standard Cancelled
Petroleum and natural gas industries - General requirements for offshore structures

<p>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.</p> <p>ISO 19900:2013 specifies design principles that are applicable to:</p> <ul> <li>the successive stages in the construction of the structure (i.e. fabrication, transportation and installation);</li> <li>use during its intended life; and </li> <li>its decommissioning.</li> </ul> <p>The principles are also generally applicable to the assessment or modification of existing structures. Aspects related to quality control are also addressed.</p> <p>ISO 19900:2013 is applicable to the design of complete structures, including substructures, topsides structures, vessel hulls, foundations and mooring systems.</p>

Table of contents
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  • Avant-propos
    v
  • Introduction
    vii
  • Domaine d'application
  • 2 Termes et définitions
    1
  • 3 Symboles et termes abrégés
    5
  • 3.1 Symboles
    5
  • 3.2 Termes abrégés
    6
  • 4 Exigences générales et conditions d'application
    6
  • 4.1 Exigences fondamentales
    6
  • 4.2 Pérennité, maintenance et inspection
    7
  • 4.3 Risques
    7
  • 4.4 Cahier des charges
    8
  • 4.5 Exigences en service
    8
  • 4.6 Exigences opérationnelles
    8
  • 4.7 Exigences particulières
    9
  • 4.8 Positionnement et orientation
    9
  • 4.9 Configuration de la structure
    9
  • 4.10 Conditions d'environnement
    10
  • 4.11 Construction
    15
  • 4.12 Abandon et enlèvement
    15
  • 5 Principes de calcul aux états limites
    15
  • 5.1 États limites
    15
  • 5.2 Conception
    17
  • 6 Variables de base
    17
  • 6.1 Généralités
    17
  • 6.2 Actions
    18
  • 6.3 Propriétés des matériaux et des sols
    20
  • 6.4 Paramètres géométriques
    20
  • 7 Analyses - Calculs et essais
    20
  • 7.1 Généralités
    20
  • 7.2 Calculs
    21
  • 7.3 Essais sur maquettes
    22
  • 7.4 Essais sur prototypes
    22
  • 7.5 Références existantes
    22
  • 8 Codes de calcul aux coefficients partiels
    22
  • 8.1 Principes
    22
  • 8.2 Actions et combinaisons d'actions
    23
  • 8.3 Propriétés des matériaux et des sols
    25
  • 8.4 Paramètres géométriques
    26
  • 8.5 Incertitudes affectant les modèles de calcul
    26
  • 8.6 Détermination des valeurs des coefficients partiels
    26
  • 9 Contrôles de qualité
    26
  • 9.1 Généralités
    26
  • 9.2 Responsabilités
    27
  • 9.3 Contrôles et essais
    27
  • 9.4 Inspection en service, maintenance et réparations
    27
  • 9.5 Archives et documentation
    27
  • 10 Évaluation des structures existantes
    28
  • 10.1 Généralités
    28
  • 10.2 Évaluation de l'état d'une structure
    28
  • 10.3 Évaluation des actions
    29
  • 10.4 Évaluation de la résistance
    29
  • 10.5 Conséquences et atténuation des effets de la défaillance d'éléments ou de systèmes
    29
  • 10.6 Fatigue
    30
  • Bibliographie
    31
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