欧洲规范体系简介整理：cqucivilEurocode 0 - Basis of structural designEN1990 Eurocode 0: Basis of structural designEurocode 1 - Actions on structuresEN 1991-1-1 Part 1-1: General actions. Densities, self-weight, imposed loads for buildingsEN 1991-1-2 Part 1-2: General actions. Actions on structures exposed to fireEN 1991-1-3 Part 1-3: General actions. Snow loadsEN 1991-1-4 Part 1-4: General actions. Wind actionsEN 1991-1-5 Part 1-5: General actions. Thermal actionsEN 1991-1-6 Part 1-6: General actions. Actions during executionEN 1991-1-7 Part 1-7: General actions. Accidental actionsEN 1991-2 Part 2: Traffic loads on bridgesEN 1991-3 Part 3: Actions induced by cranes and machineryEN 1991-4 Part 4: Actions on silos and tanksEurocode 2 - Design of concrete structureEN 1992-1-1 Part 1-1: General rules and rules for buildingsEN 1992-1-2 Part 1-2: General rules. Structural fire designEN 1992-2 Part 2: Concrete bridges. Design and detailing rulesEN 1992-3 Part 3: Liquid retaining and containment structuresEurocode 3 - Design of steel structuresEN 1993-1-1 Part 1-1: General rules and rules for buildingsEN 1993-1-2 Part 1-2: General rules. Structural fire designEN 1993-1-3 Part 1-3: General rules. Supplementary rules for cold formed thin gauge members and sheeting EN 1993-1-4 Part 1-4: General rules. Supplementary rules for stainless steelsEN 1993-1-5 Part 1-5: General rules. Supplementary rules for planar plated structures without transverse loading EN 1993-1-6 Part 1-6: General rules. Supplementary rules for the shell structuresEN 1993-1-7 Part 1-7: General rules. Supplementary rules for planar plated structural elements with out of plane loadingEN 1993-1-8 Part 1-8: Design of jointsEN 1993-1-9 Part 1-9: FatigueEN 1993-1-10 Part 1-10: Material toughness and through-thickness propertiesEN 1993-1-11 Part 1-11: Design of structures with tension componentsEN 1993-1-12 Part 1-12: Supplementary rules for high strength steelsEN 1993-2 Part 2: Steel bridgesEN 1993-3-1 Part 3-1: Towers, masts and chimneys. Towers and mastsEN 1993-3-2 Part 3-2: Towers, masts and chimneys. ChimneysEN 1993-4-1 Part 4-1: Silos, tanks and pipelines. SilosEN 1993-4-2 Part 4-2: Silos, tanks and pipelines. TanksEN 1993-4-3 Part 4-3: Silos, tanks and pipelines. PipelinesEN 1993-5 Part 5: PilingEN 1993-6 Part 6: Crane supporting structuresEurocode 4 - Design of composite steel and concrete structuresEN 1994-1-1 Part 1-1: General rules and rules for buildingsEN 1994-1-2 Part 1-2: General rules. Structural fire designEN 1994-2 Part 2: Composite bridgesEurocode 5 - Design of timber structuresEN 1995-1-1 Part 1-1: General. Common rules and rules for buildingsEN 1995-1-2 Part 1-2: General. Structural fire designEN 1995-2 Part 2: BridgesEurocode 6 - Design of masonry structuresEN 1996-1-1 Part 1-1: General rules for buildings. Rules for reinforced and unreinforced masonryEN 1996-1-2 Part 1-2: General rules. Structural fire designEN 1996-1-3 Part 1-3: General rules for buildings. Detailed rules on lateral loadingEN 1996-2 Part 2: Design, selection of materials and execution of masonryEN 1996-3 Part 3: Simplified calculation methods and simple rules for masonry structures Eurocode 7 - Geotechnical designEN 1997-1 Part 1: General rulesEN 1997-2 Part 2: Part 2: Ground investigation and testingEurocode 8 - Design of structures for earthquake resistanceEN 1998-1 Part 1: General rules, seismic actions and rules for buildingsEN 1998-2 Part 2: BridgesEN 1998-3 Part 3: Assessment and retrofitting of buildingsEN 1998-4 Part 4: Silos, tanks and pipelinesEN 1998-5 Part 5: Foundations, retaining structures and geotechnical aspectsEN 1998-6 Part 6: Towers, masts and chimneysEurocode 9 - Design of aluminium structuresEN 1999-1-1 Part 1-1: General rules. General rules and rules for buildingsEN 1999-1-2 Part 1-2: General rules. Structural fire designEN 1999-1-3 Part 1-3: Additional rules for structures susceptible to fatigueEN 1999-1-4 Part 1-4: Supplementary rules for trapezoidal sheetingEN 1999-1-5 Part 1-5: Supplementary rules for shell structuresEurocode 0 - Basis of structural designEN 1990 'Eurocode: Basis of structural design' is the head document in the Eurocode suite. It describes the basis and general principles for the structural design and verification of buildings and civil engineering works including geotechnical aspects, the principles and requirements for safety and serviceability of structures and guidelines for related aspects of structural reliability in all circumstances in which a structure is required to give adequate performance, including fire and seismic events. Consisting of only one part, it is used with all the other Eurocodes (1 to 9) for design. A revised national annex, amended with Annex A2 for bridges, is due out in February 2009.Eurocode 1 - Actions on structuresEurocode 1 Part 1-1: General actions, Densities, self-weight, imposed loads for buildings EN 1991-1-1 gives guidance and actions for the structural design of buildings and civil engineering works including some geotechnical aspects for the following subjects: - densities of construction materials and stored materials; - self-weight of construction elements; - imposed loads.Eurocode 1 Part 1-2: General actions, Actions on structures exposed to fireThis standard is concerned with thermal and mechanical actions on structures exposed to fire. It is intended for use in conjunction with the fire design Parts of EN 1992 to 1996 and EN 1999 which give rules for designing structures for fire resistance.Eurocode 1 Part 1-3: General actions, Snow loadsThis part of EN 1991-1 gives guidance to determine the values of loads to be used for the structural design of buildings and civil engineering worksEurocode 1 Part 1-4: General actions, Wind actionsEN 1991-1-4 gives guidance on the determination of natural wind actions for the structural design of building and civil engineering works for each of the loaded areas under consideration. This includes the whole structure or parts of the structure or elements attached to the structure, e. g. components, cladding units and their fixings, safety and noise barriers.Eurocode 1 Part 1-5: General actions, Thermal actionsEN 1991-1-5 gives principles and methods for calculating thermal actions on buildings, bridges and other structures including their structural components. It describes the changes in the temperature of structural elements. Characteristic values of thermal actions are presented for use in the design of structures which are exposed to daily and seasonal climatic changes.Eurocode 1 Part 1-6: General actions, Actions during executionEN 1991-1-6 provides principles and general rules for the determination of actions which should be taken into account during execution of buildings and civil engineering works.Eurocode 1 Part 1-7: General actions, Accidental actionsEN 1991 provides general principles and actions for the structural design of buildings and civil engineering works including some geotechnical aspects and shall be used in conjunction with Ens 1992-1999Eurocode 1 Part 2: Traffic loads on bridgesEN 1991-2 defines imposed loads associated with road traffic, pedestrian actions and rail traffic which include, when relevant, dynamic effects and centrifugal, braking, and acceleration and accidental forcesEurocode 1 Part 3: Actions induced by cranes and machineryPart 3 of EN 1991 specifies imposed loads associated with cranes on runway beams, stationary machines and transport vehicles which include, when relevant, dynamic effects and braking, acceleration and accidental forces.Eurocode 1 Part 4: Actions on silos and tanksThis part provides general principles and actions for the structural design of tanks and silos including some geotechnical aspects and shall be used in conjunction with EN 1991-1: Basis of Design, other parts of EN 1991 and EN 1992. This part may also be used as a basis for the design of structures not covered in EN 1992 and where other materials or other structural design actions are involved.Eurocode 2 - Design of concrete structureEurocode 2 - Concrete structure - Part 1-1: General rules and rules for buildingsThe standard gives a general basis for the design of buildings and civil engineering works in reinforced and prestressed concrete made with normal weight aggregates. In addition, Part 1 gives detailed rules which are mainly applicable to ordinary buildingsEurocode 2 - Concrete structure - Part 1-2: General rulesEN 1992-1-2 deals with the design of concrete structures for the accidental situation of fire exposure and shall be used in conjunction with EN 1992-1-1 and EN 1991-2-2. It provides additions to and identifies differences from the design of structures at normal temperaturesEurocode 2 - Concrete structure - Part 2: Concrete bridgesComplementary to Part 1. Varied general rules and additional detailed rules for the structural design of road, rail and footbridges using reinforced and/or prestressed concreteEurocode 2 - Concrete structure - Part 3: Liquid retaining and containment structuresPart 3 of Eurocode 2 covers the design of structures constructed from plain or lightly reinforced concrete, reinforced concrete or prestressed concrete for the containment of liquids or granular solids and other liquid retaining structuresEurocode 3 - Design of steel structuresSteel structures - Eurocode 3 Part 1-1: General rules and rules for buildingsEurocode 3-1-1 gives basic design rules for steel structures with material thicknesses t > 3 mm. It also gives supplementary provisions for structural design of steel buildings.Steel structures - Eurocode 3 Part 1-2: General rules - Structural fire designThis Part 1.2 of Eurocode 3 deals with the design of steel structures for the accidental situation of fire exposure and is intended to be used in conjunction with Eurocode 3-1-1 and EN 1991-2-2. This Part 1.2 only identifies differences from, or supplements to, normal temperature design.Steel structures - Eurocode 3 Part 1-3: General rules - Supplementary rules for cold formed thin gauge members and sheetingThis part 1.3 of Eurocode 3 deals with the design of steel structures comprising cold formed thin gauge members and sheeting. It is intended to be used for design of buildings and civil engineering works in conjunction with Eurocode 3-1-1.Steel structures - Eurocode 3 Part 1-4: General rules - Supplementary rules for stainless steelsThis Part 1.4 of Eurocode 3 gives supplementary provisions for the design of buildings and civil engineering works that extend the application of ENV 1993-1-1 and Eurocode 3-1-3 to austenitic and austenitic-ferritic stainless steels.Steel structures - Eurocode 3 Part 1-5: General rules - Supplementary rules for planar plated structures without transverse loadingThis Part 1-5 of Eurocode 3 gives supplementary provisions for the design of plated structures, with or without stiffeners, for use in conjunction with Eurocode 3-1-1 and other parts of Eurocode 3 that refer to it. Methods are given for determining the effects of plate buckling and shear lag in I-section plate girders and box girders.Steel structures - Eurocode 3 Part 1-6: General rules - Supplementary rules for the shell structuresThis Part 1.6 of Eurocode 3 applies to the structural design of plated steel structures that have the form of a shell of revolution. It is intended for use in conjunction with Eurocode 3-1-1, Eurocode 3-1-3, Eurocode 3-1-4 and the relevant application parts of Eurocode 3, which include: - Part 3.1 for towers and masts; - Part 3.2 for chimneys; - Part 4.1 for silos; - Part 4.2 for tanks; - Part 4.3 for pipelines.Steel structures - Eurocode 3 Part 1-7: General rules - Supplementary rules for planar plated structural elements with out of plane loadingPart 1-7 of Eurocode 3 provides principles and application rules for the structural design of unstiffened and stiffened plates which are loaded by out of plane actions. It is to be used in conjunction with Eurocode 3-1-1 and the relevant application standards.Steel structures - Eurocode 3 Part 1-8: Design of jointsThis part of Eurocode 3 gives design methods for the design of joints subject to predominantly static loading using steel grades S235, S275, S355 and S460.Steel structures - Eurocode 3 Part 1-9: FatigueEurocode 3-1-9 gives methods for assessment of fatigue resistance of members, connections and joints subjected to fatigue loading.Steel structures - Eurocode 3 Part 1-10: Material toughness and through-thickness propertiesEurocode 3-1-10 contains design guidance for the selection of steel for fracture toughness and for through thickness properties of welded elements where there is a significant risk of lamellar tearing during fabrication.Steel structures - Eurocode 3 Part 1-11: Design of structures with tension componentsSteel structures - Eurocode 3 Part 1-12: Supplementary rules for high strength steelsSteel structures - Eurocode 3 Part 2: Steel bridgesThis Part 2 of Eurocode 3 gives a general basis for the structural design of steel bridges, steel parts of composite bridges and also steel temporary works in bridges. It gives provisions that supplement, modify or supersede the equivalent provisions given in Eurocode 3-1-1, to which reference shall also be made.Steel structures - Eurocode 3 Part 3-1: Towers, masts and chimneys - Towers and mastsThis Part 3.1 of Eurocode 3 applies to the design of lattice towers and guyed masts. Provisions for the shafts of self-supporting and guyed cylindrical towers are given in Part 3.2 of Eurocode 3. Provisions for the guys of guyed structures are given in this Part. The provisions in this Part either supplement or modify those given in Part 1.Steel structures - Eurocode 3 Part 3-2: Towers, masts and chimneys - ChimneysThis Part 3.2 of Eurocode 3 applies to the structural design of vertical steel chimneys of circular or conical section. It covers chimneys that are cantilevered, supported at intermediate levels or guyed. The provisions in this Part either supplement or modify those given in Part 1.Steel structures - Eurocode 3 Part 4-1: Silos, tanks and pipelines - SilosPart 4-1 of Eurocode 3 provides principles and application rules for the structural design of steel silos of circular or rectangular plan-form, being free standing or supported. This part is concerned only with the requirements for resistance and stability of steel silos.Steel structures - Eurocode 3 Part 4-2: Silos, tanks and pipelines - TanksPart 4.2 of Eurocode 3 provides principles and application rules for the structural design of vertical cylindrical above ground steel tanks for the storage of liquid products with the following characteristics: a) characteristic internal pressures not les than -100 mbar and not more than 500 mbar; b) design metal temperature in the range of -196°C to +300 °C; c) maximum design liquid level not higher than the top of the cylindrical shell.Steel structures - Eurocode 3 Part 4-3: Silos, tanks and pipelines - PipelinesPart 4.3 of Eurocode 3 provides principles and application rules for the structural design of cylindrical steel pipelines for the transport of liquids or gases or mixtures of liquids and gases at ambient temperatures, that are not treated by other European standards covering particular applicationsSteel structures - Eurocode 3 Part 5: PilingThis Part 5 of Eurocode 3 provides principles and application rules for the structural design of bearing piles and sheet piles made of steel. It also provides detailing for foundation and retaining wall structures.Steel structures - Eurocode 3 Part 6: Crane supporting structuresPart 6 of Eurocode 3 provides principles and application rules for the structural design of crane runway beams and other crane supporting structures, including columns and other members made of steel.Eurocode 4 - Design of composite steel and concrete structuresEN 1994-1-1 Eurocode 4 - Part 1-1: General rules and rules for buildingsDesign of composite steel and concrete structures. Eurocode 4 applies to a design of composite structures and members for buildings and civil engineering works. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990.EN 1994-1-2 Eurocode 4 - Part 1-2: General rules - Structural fire designDesign of composite steel and concrete structures. This Part 1-2 of Eurocode 4 deals with design of composite steel and concrete structures for accidental situation of fire exposure and shall be used in conjunction with EN 1994-1-1 and EN 1991-2-2. This Part 1-2 only identifies differences from, or supplements to, normal temperature design.EN 1994-2 Eurocode 4 - Part 2: Composite bridgesDesign of composite steel and concrete structures. EN 1994-2 gives a general basis for the design of composite bridges. In addition EN 1994-2 gives a specific basis for the design of composite structures and members for bridges such as road, railway, and pedestrian bridges, and detailed rules for composite bridge structures such as beam and slab bridge decks, box girders, trusses and columns that support bridge decks.Eurocode 5 - Design of timber structuresEN 1995 Eurocode 5 - Timber - Part 1-1: General - Common rules and rules for buildingsEN 1995-1-1 gives general design rules for timber structures together with specific design rules for building. Some of the subjects which are dealt with are: general, basis of design, material properties, durability.EN 1995 Eurocode 5 - Timber - Part 1-2: General - Structural fire designEN 1995-1-2 deals with the design of timber structures for the accidental situation of fire exposure and shall be used in conjunction with EN 1995-1-1 and EN 1991-2-2. EN 1995-1-2 only identifies differences from or supplements to the design at normal temperature.EN 1995 Eurocode 5 - Timber - Part 2: BridgesEN 1995-2 gives general design rules for the structural parts of bridges, i.e. structural members of importance for the reliability of the whole bridge or major parts of it, made of timber or other wood-based materials, either singly or compositely with concrete, steel or other materials.Eurocode 6 - Design of masonry structuresEN 1996 Eurocode 6 - Masonry - Part 1-1: General rules for buildings - Rules for reinforced and unreinforced masonryEurocode 6 applies to the design of buildings and civil engineering works in unreinforced, reinforced, prestressed and confined masonry. Eurocode 6 is only concerned with the requirements for resistance, serviceability and durability of structures. Other requirements for example, concerning thermal or sound insulation, are not considered.EN 1996 Eurocode 6 - Masonry - Part 1-2: General rules - Structural fire designThis Part 1-2 of EN 1996 deals with the design of masonry structures for the accidental situation of fire exposure and shall be used in conjunction with EN 1996-1-1 and EN 1991-2-2. This Part identifies only differences from or supplements to the normal design.EN 1996 Eurocode 6 - Masonry - Part 1-3: General rules for buildings - Detailed rules on lateral loadingThis Part 1-3 of EN 1996 deals with the design of unreinforced masonry walls subjected to lateral wind loads and horizontal accidental loads (other than seismic actions) and shall be used in conjunction with EN 1996-1-1.EN 1996 Eurocode 6 - Masonry - Part 2: Design, selection of materials and execution of masonryThis part 2 provides the necessary principles and application rules for masonry to be designed and constructed satisfactorily in order to comply with the design assumption of the other parts of Eurocode 6. Except for the items as given in 1.1(3) P, it deals with ordinary aspects of masonry design and construction.EN 1996-3:2006 Eurocode 6: Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structuresComplementary to Part 1-1. Simplified calculation methods for unreinforced masonry walls subjected to vertical loading including wind loading, shear walls, basement walls subjected to lateral earth pressure and non-load bearing internal walls. Simple rules, consistent with Part 1-1, for designing masonry structures for specifiedmore-conservative requirements with regard to conditions and limitations of use.Eurocode 7 - Geotechnical designEN 1997 Eurocode 7 - Geotechnical - Part 1: General rulesEN 1997-1 is intended to be used as a general basis for the geotechnical aspects of the design of buildings and civil engineering worksEN 1997 Eurocode 7 - Geotechnical - Part 2: Design assisted by laboratory testingEN 1997 Eurocode 7 - Geotechnical - Part 3: Design assisted by field testingIn addition to Eurocode 7 part 1 the scope of Eurocode 7 part 3 is to provide for a number of commonly used field tests: a) requirements for the equipment and test procedures; b) requirements for the reporting and the presentation of test results; c) interpretation of test results. EN 1997-3 shall be used in conjunction with EN 1997-1.Eurocode 8 - Design of structures for earthquake resistanceEN 1998 Eurocode 8 - structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildingsEurocode 8 applies to the design of buildings and civil engineering works in seismic regions. It purpose is to ensure that in the event of earthquakes: human lives are protected; damage is limited; and structures important for civil protection remain operational.EN 1998 Eurocode 8 - structures for earthquake resistance - Part 2: BridgesWithin the framework of the general requirements set forth in Part 1.1, this part of the Code contains design Principles, Criteria and Application Rules applicable to the earthquake resistant design of bridges.EN 1998 Eurocode 8 - structures for earthquake resistance - Part 3: Assessment and retrofitting of buildingsThis document provides criteria for the evaluation of the seismic performance of existing individual building structures, and describes the approach in selecting necessary corrective measures.EN 1998 Eurocode 8 - structures for earthquake resistance - Part 4: Silos, tanks and pipelinesThis standard includes the additional criteria and rules required for the seismic design of this structure without restrictions on their size, structural types and other functional characteristics. For some types of tanks and silos, however, it also provides detailed methods of assessment and verification rules.EN 1998 Eurocode 8 - structures for earthquake resistance - Part 5: Foundations, retaining structures and geotechnical aspectsThis Part of Eurocode 8 establishes the requirements, criteria, and rules for siting and foundation soil of structures for earthquake resistance. It covers the design of different foundation systems, earth retaining structures andsoil-structure interaction under seismic actions.EN 1998 Eurocode 8 - structures for earthquake resistance - Part 6: Towers, masts and chimneysThis document deals with material related Eurocode parts dealing with towers, masts and chimneys. Design rules for the earthquake resistant design of tall, slender structures: towers, including bell-towers , masts, industrial chimneys and lighthouses constructed in reinforced concrete or steel.Eurocode 9 - Design of aluminium structuresEN 1999 Eurocode 9 - Design aluminium structures - Part 1-1: General rules - General rules and rules for buildingsEN 1999 Eurocode 9 applies to the design of buildings, civil and structural engineering works in aluminium. It is subdivided into various separate parts. This Eurocode is only concerned with the requirements for resistance, serviceability and durability of structures.EN 1999 Eurocode 9 - Design aluminium structures - Part 1-2: General rules - Structural fire designThis European standard deals with the design of aluminium alloy structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1999-1-1 and EN 1991-2-2. This European standard only identifies differences from, or supplements to, normal temperature design.EN 1999 Eurocode 9 - Design aluminium structures - Part 1-3: Additional rules for structures susceptible to fatigue This Part 1-3 gives the basis for the design of aluminium alloy structures with respect to the limit of fatigue induced fracture. Design for other limit states is covered in Part 1.EN 1999 Eurocode 9 - Design aluminium structures - Part 1-4: Supplementary rules for trapezoidal sheetingEN 1999 Eurocode 9 - Design aluminium structures - Part 1-5: Supplementary rules for shell structures。
