NF EN 1990 : 2003 AMD 1 2006
Current
The latest, up-to-date edition.
EUROCODE - BASIS FOR DESIGN
12-01-2013
Avant-propos
Section 1: Généralités
1.1 Domaine d'application
1.2 Références normatives
1.3 Hypothèses de travail
1.4 Distinction entre Principes et Règles d'Application
1.5 Termes et définitions
1.6 Symboles
Section 2: Exigences
2.1 Exigences de base
2.2 Gestion de la fiabilité
2.3 Durée d'utilisation de projet
2.4 Durabilité
2.5 Gestion de la qualité
Section 3: Principes du calcul aux états-limites
3.1 Généralités
3.2 Situations de projet
3.3 États-limites ultimes
3.4 États-limites de service
3.5 Calcul aux états-limites
Section 4: Variables de base
4.1 Actions et influences de l'environnement
4.2 Propriétés des matériaux et des produits
4.3 Données géométriques
Section 5: Analyse structurale et dimensionnement assisté
par l'expérimentation
5.1 Analyse structurale
5.2 Dimensionnement assisté par l'expérimentation
Section 6: Vérification par la méthode des coefficients
partiels
6.1 Généralités
6.2 Limitations
6.3 Valeurs de calcul
6.4 États-limites ultimes
6.5 États-limites de service
Annexe A (normative) Application pour les Bâtiments
Annexe B (informative) Gestion de la fiabilité structurale
pour les constructions
Annexe C (informative) Base pour la méthode des coefficients
partiels et l'analyse de la fiabilité
Annexe D (informative) Dimensionnement assisté par
l'expérimentation
Bibliographie
Establishes principles and requirements for the safety, serviceability and durability of structures, describes the basis for their design and verification and gives guidelines for related aspects of structural reliability.
| DevelopmentNote |
Indice de classement: P06-100-1. Supersedes NF ENV 1991-1. (05/2007) National Annex to NF EN 1990 is available separately, see NF EN 1990/NA. (12/2007)
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| DocumentType |
Standard
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| PublisherName |
Association Francaise de Normalisation
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| Status |
Current
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| Supersedes |
| Standards | Relationship |
| UNI EN 1990 : 2006 | Identical |
| DIN EN 1990:2010-12 | Identical |
| BS EN 1990:2002+A1:2005 | Identical |
| UNE-EN 1990:2003 | Identical |
| NFG 38 067 : 2017 | GEOSYNTHETICS, GEOTEXTILES AND RELATED PRODUCTS - STABILIZATION OF A THIN LAYER OF SOIL ON SLOPE - JUSTIFICATION OF DIMENSIONING AND DESIGN ELEMENTS |
| FD CEN/TR 14862 : 2005 FD | PRECAST CONCRETE PRODUCTS - FULL-SCALE TESTING REQUIREMENTS IN STANDARDS ON PRECAST CONCRETE PRODUCTS |
| NF EN 15644 : 2009 | TRADITIONALLY DESIGNED PREFABRICATED STAIRS MADE OF SOLID WOOD - SPECIFICATIONS AND REQUIREMENTS |
| NF EN 15512 : 2009 | STEEL STATIC STORAGE SYSTEMS - ADJUSTABLE PALLET RACKING SYSTEMS - PRINCIPLES FOR STRUCTURAL DESIGN |
| NF EN 1993-1-4 : 2007 AMD 1 2015 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
| NF EN 1995-1-2 : 2005 | EUROCODE 5 - DESIGN OF TIMBER STRUCTURES - PART 1-2: GENERAL - STRUCTURAL FIRE DESIGN |
| NFG 38 064 : 2016 | USE OF GEOTEXTILES AND GEOTEXTILES-RELATED PRODUCTS - INCLINED WALLS AND STRENGTHENED SLOPES IN SOILS REINFORCED BY GEOSYNTHETIC SHEETS - JUSTIFICATION OF DIMENSIONING AND DESIGN ELEMENTS |
| NFP 94 281 : 2014 | JUSTIFICATION OF GEOTECHNICAL WORK - NATIONAL APPLICATION STANDARDS FOR THE IMPLEMENTATION OF EUROCODE 7 - RETAINING STRUCTURES - WALLS |
| NF EN 1993 1-10 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES |
| NF EN 1999-1-3 : 2007 AMD 1 2012 | EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-3: STRUCTURES SUSCEPTIBLE TO FATIGUE |
| NFP 95 304 : 1992 | PROTECTION EQUIPMENT AGAINST AVALANCHES - SNOW NET - DESIGN SPECIFICATIONS |
| NF EN 1999-1-1 : 2007 AMD 2 2014 | EUROCODE 9 - DESIGN OF ALUMINIUM STRUCTURES - PART 1-1: GENERAL STRUCTURAL RULES |
| NF EN 15037-1 : 2008 | PRECAST CONCRETE PRODUCTS - BEAM-AND-BLOCK FLOOR SYSTEMS - PART 1: BEAMS |
| NFP 93 354 : 2011 | BUILDING SITE EQUIPMENT - BRACKET SCAFFOLDING - PRODUCT SPECIFICATION - TEST METHOD |
| NF EN 1993 1-9 : 2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE |
| NF EN 1993-5 : 2007 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| NFP 93 351 : 2014 | BUILDING SITE EQUIPMENT - OVERHANGING WORK PLATFORMS AND SUPPORTS - DEFINITIONS - CHARACTERISTICS - CALCULATIONS - TESTS |
| NFP 94 282 : 2009 AMD 1 2015 | GEOTECHNICAL DESIGN - RETAINING STRUCTURES - EMBEDDED WALLS |
| NF EN 1993 1-6 : 2007 AMD 1 2017 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES |
| NFP 94 325-1 : 2004 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GABION STRUCTURES - PART 1: STRUCTURES ON LAND |
| NFP 94 261 : 2013 AMD 1 2017 | JUSTIFICATION OF GEOTECHNICAL WORK - NATIONAL APPLICATION STANDARDS FOR THE IMPLEMENTATION OF EUROCODE 7 - SHALLOW FOUNDATIONS |
| NF EN 15258 : 2009 | PRECAST CONCRETE PRODUCTS - RETAINING WALL ELEMENTS |
| NFP 94 270 : 2009 | GEOTECHNICAL DESIGN - RETAINING STRUCTURES - REINFORCED AND SOIL NAILING STRUCTURES |
| XP CEN/TS 13001 3-2 : 2008 XP | CRANES - GENERAL DESIGN - PART 3-2: LIMIT STATES AND PROOF OF COMPETENCE OF WIRE ROPES IN REEVING SYSTEMS |
| XP G38 064 : 2010 XP | USE OF GEOTEXTILES AND GEOTEXTILES-RELATED PRODUCTS - INCLINED WALLS AND STRENGTHENED SLOPES IN SOILS REINFORCED BY GEOSYNTHETIC SHEETS - JUSTIFICATION OF DIMENSIONING AND DESIGN ELEMENTS |
| NFP 78 116 : 2013 | GLASS IN BUILDING - GLASS PHOTOVOLTAIC MODULES INCORPORATED TO THE BUILDING - SLOPED GLASS DESIGN UNDER CLIMATIC LOADS |
| NF EN 1992 1-2 : 2005 | EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| NFP 94 325-2 : 2006 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - DOUBLE-TWISTED HEXAGONAL MESH GABIONS STRUCTURES - PART 2: STRUCTURES IN WATERY LAND CONDITIONS |
| NFP 18 470 : 2016 | CONCRETE - ULTRA-HIGH PERFORMANCE FIBRE-REINFORCED CONCRETE - SPECIFICATIONS, PERFORMANCE, PRODUCTION AND CONFORMITY |
| NFP 06 100-2 : 2004 | EUROCODES - BASIS OF STRUCTURAL DESIGN - PART 2: NATIONAL ANNEX TO EN 1990:2002 |
| NF EN 1991 1-4 : 2005 AMD 1 2010 | EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-4: GENERAL ACTIONS - WIND ACTIONS |
| NF CEN/TS 13001-3-1 : 2005 XP | CRANES - GENERAL DESIGN - PART 3-1: LIMIT STATES AND PROOF OF COMPETENCE OF STEEL STRUCTURES |
| NF EN 1991 1-6 : 2005 | EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-6: GENERAL ACTIONS - ACTIONS DURING EXECUTION |
| NFP 94 262 : 2012 | GEOTECHNICAL DESIGN - FOUNDATIONS - DEEP FOUNDATIONS |
| NFD 65 031 : 2009 | SHOP/STORE PRODUCT DISPLAY EQUIPMENT - METHODOLOGY AND CALCULATION METHOD FOR DETERMINATION OF GONDOLA CHARACTERISTICS |
| NF EN 1993 1-2 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| NF EN 1999-1-4 : 2007 AMD 1 2011 | EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-4: COLD-FORMED STRUCTURAL SHEETING |
| NF EN 1999-1-5 : 2007 | EUROCODE 9 - DESIGN OF ALUMINIUM STRUCTURES - PART 1-5: SHELL STRUCTURES |
| NF EN 13670/CN : 2013 | EXECUTION DES STRUCTURES EN BETON - COMPLEMENT NATIONAL A LA NF EN 13670: 2013 |
| NF EN 1993-4-1 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS |
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