欧洲规范Advance Section Properties

欧洲规范的荷载组合(Actions and combinations of actions) Preface对于任何国家和地区的建筑结构规范体系而言，可靠度指标及其荷载规范（指荷载组合的规定）是整个规范体系的“总纲”，要想全面了解该规范体系，须首先研究其荷载规范，这正是我做此读书笔记之原因。

欧洲的规范的可靠度也是采用半系数（半概率极限状态）来描述，即partial factor。

本文所指的“欧洲规范”均指BS EN，即欧洲规范的英国版本。

所谓的“欧洲规范”实际不存在，它只是一个范本，在各个国家都有具体的本地化欧洲规范，方法和公式是统一的，各国可能会用不同的系数，还会增加一些附录。

为展现规范原貌，读书笔记都直接摘录英语原文，不作翻译。

感觉欧洲规范体系严谨，但条文繁琐（相比英国规范和美国规范）。

Index1. Introduction (2)1.1 Serviceability Limit States (2)1.2 Ultimate Limit States (2)2. Situations and Actions (3)3. Fundamental combinations of actions (4)3.1 Values of ψ factors (4)3.2 Serviceability Limit States (4)3.2.1 General (4)3.2.2 Combinations (5)3.3 Ultimate Limit States (6)3.3.1 General (6)3.3.2 Combinations – main method (6)3.3.3 Combinations – simplified method (7)3.4 For Non-Linear Analysis (7)3.5 Application for Buildings (8)3.5.1 Combination Table - Ultimate Limit States (8)3.5.2 Combination Table - Serviceability Limit States (11)3.6 Examples (11)4. Deflection in serviceability limit states (14)4.1 Vertical deflection (14)4.1.1 Definition (14)4.1.2 Limit (15)4.2 Horizontal deflection (15)4.2.1 Definition (15)4.2.2 Limit (16)5. Discussion (16)欧洲规范的荷载组合(Actions and combinations of actions) 1. IntroductionThe basis requirement of EN 1990 state that a structure shall have adequate structural resistance (ultimate limit states), serviceability (serviceability limit states), durability, fire resistance and robustness.1.1 Serviceability Limit StatesFor serviceability limit states, which are defined in clause 3.4 of EN 1990 as those that concern:The functionality of the structure or structural members under normal use.The comfort of the people.The appearance of the structure.For buildings, the primary concerns are horizontal and vertical deflections and vibrations. Three categories of combinations of loads (actions) are specified in EN 1990 for serviceability checks: characteristic, frequent and quasi-permanent.1.2 Ultimate Limit StatesFor ultimate limit states, checks should be carried out for the following, as relevant:EQU – loss of static equilibrium of the structure or any part of the structure.STR –internal failure or excessive deformation of the structure or structural members.GEO –failure or excessive deformation of the ground.FAT –fatigue failure of the structure or structural members.欧洲规范的荷载组合(Actions and combinations of actions)2. Situations and ActionsIn EuroCodes, design situations for limit states are classified as follows:Persistent design situations, which refer to conditions of normal use.Transient situations, which refer to temporary conditions, such as during execution or repair.Accidental design situations, which refer to exceptional conditions such as fire, explosion or impact.Seismic design situation, which refer to conditions where the structure is subjected to seismic events.Actions are classified as follows:(1) By their variation in time:Permanent actions (G), (e.g. dead loads such as self-weight. Fittings etc.).Variable actions (Q), (e.g. live loads including imposed floor loads, wind loads and snow loads).Accidental actions (A), (e.g. hazards such as explosions, vehicular impact and fire).(2) By their variation in space:Fixed actions (e.g. self-weight).Free actions (e.g. wind, snow and moveable imposed loads).Types of action:G – permanent actions;Q – variable actions;A – accidental actions.欧洲规范的荷载组合(Actions and combinations of actions)3. Fundamental combinations of actions3.1 Values of ψ factorsValues of ψ factors should be specified, see blow copied from table A1.1 of EN 1990.3.2 Serviceability Limit States3.2.1 GeneralAccording to clause 3.4 of EN 1990, a distinction should be made between reversible and irreversible serviceability limit states. Reversible serviceability limit states are those that would be infringed on a non-permanent basis, such as excessive vibration or high elastic deflections under temporary (variable) loading. Irreversible serviceability limit states are those that would remain infringed even when the cause欧洲规范的荷载组合(Actions and combinations of actions)of infringement was removed (e.g. permanent local damage or deformations).3.2.2 CombinationsThree categories of combinations of loads (actions) are specified in EN 1990 for serviceability checks: characteristic, frequent and quasi-permanent.1, characteristic combination:(6.14a of EN1990)E E G , ;P;Q , ;ψ , ,Q , j 1;i iIn which the combinations of actions in brackets { } (called the characteristic combination), can be expressed as(6.14b of EN1990) :G , P Q , ψ ,Q ,Note: the characteristic combination is normally used for irreversible limit states.2, frequent combination:(6.15a of EN1990)E E G , ;P;ψ , ,Q , ;ψ , ,Q , j 1;i iIn which the combinations of actions in brackets { } (called the frequent combination), can be expressed as(6.15b of EN1990):G , P ψ , Q , ψ ,Q ,Note: the frequent combination is normally used for reversible limit states.3, quasi-permanent combination:(6.16a of EN1990)E E G , ;P;ψ , ,Q , j 1;i iIn which the combinations of actions in brackets { } (called the quasi-permanent combination), can be expressed as(6.16b of EN1990):G , P ψ ,Q ,Note: the quasi-permanent combination is normally used for long-term effects and the appearance of the structure.For serviceability limit states the partial factors for actions should be taken as 1.0 except if differently specified in EN 1991 to EN 1999. Check Annex A1 of EN 1990 for欧洲规范的荷载组合(Actions and combinations of actions) detailing of combinations, which is also a appendix of this article.3.3 Ultimate Limit States3.3.1 General“Fundamental” refers to the persistent or transient design situations, rather than accidental or seismic design situations. There are two options for the fundamental combination of actions at ultimate limit states: main method and s implified method.3.3.2 Combinations – main method1, (Fundamental Combinations) Combinations of actions for persistent or transient design situations:(6.10 - EN 1990)γG, G , γ P γQ, Q K, γQ,ψ , Q ,Or, alternatively for STR and GEO limit states, by less favorable of the two following expressions:(6.10a - EN 1990)γG, G , γ P γQ, ψ , Q K, γQ,ψ , Q ,(6.10b - EN 1990)ξ γG, G k,j γ P γQ, Q K, γQ,ψ , Q ,ψ0：combination factorξ: reduction factor for unfavorable permanent actions G.γG: partial factor for permanent actions.γQ: partial factor variable actions.P: represent actions due to prestressing.2, Combinations of actions for accidental design situations: (6.11b - EN 1990)G k,j P A ψ , or ψ , Q K, ψ , Q ,A d: accidental actionNotes:(1) The choices between ψ1,1Q k,1 or ψ2,1Q k,1 should be related to the relevant欧洲规范的荷载组合(Actions and combinations of actions)accidental design situation (impact, fire or survival after the accidental event or situation).(2) Combinations of actions for accidental design situations should either- involve an explicit accidental action A (fire or impact), or-refer to a situation after an accidental event (A=0).3, Combinations of actions for seismic design situations:(6.12b - EN 1990)G k,j P A E ψ , Q ,A Ed: seismic action3.3.3 Combinations – simplified methodThe second method is a simplified alternative for building structures, which calls for two checks as examples in 3.6, see below. The first check combines one variableaction at a time along with the permanent actions, using the standard value of γQ..The second check combines all variable actions at one time with the permanent actions, using a reduced value 0.9γQ.Note: I find this method in <<Interim Guidance on the use of Eurocode 3: Part 1.1 for European Design of Steel Building Structures>>, but I can’t find similar clauses in the formal Guidance and BS EN 1990.3.4 For Non-Linear AnalysisFor non-linear analysis (i.e. when the relationship between actions and their effects is not linear), expressions (6.9a) or (6.9b) should be applied directly, depending upon the relative increase of effects of actions compared to the increase in the magnitude of actions. The following simplified rules may be considered in the case of a single predominant action :a) When the action effect increases more than the action, the partial factor γF shouldbe applied to the representative value of the action.b) When the action effect increases less than the action, the partial factor γF shouldbe applied to the action effect of the representative value of the action.欧洲规范的荷载组合(Actions and combinations of actions) NOTE: Except for rope, cable and membrane structures, most structures or structural elements are in category a).3.5 Application for BuildingsMethods for establishing combinations of actions for buildings are given in Annex A1 of EN 1990. The combination guidance tables are copied as follow.3.5.1 Combination Table - Ultimate Limit States欧洲规范的荷载组合(Actions and combinations of actions)欧洲规范的荷载组合(Actions and combinations of actions)To simplify building design, note 1 to clause A1.2.1(1) of EN 1990 allows the combination of actions to be based on not more than two variable actions. This simplification is intended to only to apply common cases of building structures. The following is clause of Note 1: Depending on its uses and the form and the location of a building, the combinations of actions may be based on not more than two variable actions.欧洲规范的荷载组合(Actions and combinations of actions) 3.5.2 Combination Table - Serviceability Limit States3.6 ExamplesExamples from the interim guidance:欧洲规范的荷载组合(Actions and combinations of actions)Examples from the formal guidance:欧洲规范的荷载组合(Actions and combinations of actions)欧洲规范的荷载组合(Actions and combinations of actions)4. Deflection in serviceability limit states4.1 Vertical deflection4.1.1 Definition欧洲规范的荷载组合(Actions and combinations of actions) 4.1.2 Limit4.2 Horizontal deflection4.2.1 Definition欧洲规范的荷载组合(Actions and combinations of actions) 4.2.2 LimitNote: All the clauses in section 4 are just for EN 1993-1.5. Discussion1)可能是由于欧洲处于新旧规范更替时代，我发现许多(senior)欧洲结构工程师对欧洲规范条文也是一知半解。

第1章通则本章涉及了EN 1991-1-7中的通用部分，欧洲规范1-结构上的作用：1.7部分：一般作用和偶然作用。

本章中描述的材料涵盖在以下条目中：范围条文1.1；1991-1-7 参照标准条文1.2；1991-1-7 假设条文1.3；1991-1-7 原理与实用规定的区别条文1.4；1991-1-7 定义条文1.5；1991-1-7 符号条文1.6；1991-1-71.1范围EN 1991-1-7：欧洲规范1-结构上的作用：1.7部分：一般作用与偶然作用是1991年的EN的十个部分中的其中一个。

它是建筑物和其他民用工程（如桥梁）可识别的和不可识别的偶然作用的策略和规则。

EN 1991-1-7定义规则基于以下两点：可识别的偶然作用限制局部衰竭的程度（比如当偶然作用不可识别时）可识别偶然作用的典型例子包括火灾，爆炸，地震，冲击，洪水，雪崩和山体滑坡。

这些可识别的偶然作用，结构可能被各种不明的原因损坏，如在设计和施工中的人为失误，使用不当导致暴露的机构和设备故障，恶意攻击（如恐怖袭击）导致战争等等。

EN 1991-1-7给出的一般准则用来处理可识别的和不可识别的偶然作用带来的效应。

因为偶然荷载的性质与普通荷载（例如附加荷载和有气候引起的作用）的设计方法是不同的，局部损伤是可以接受的和非结构性措施可能被证明是超过结构的成本效益。

EN1991-1-7总体上来说涉及许多方面，包括：冲击(EN1991-1-7第4条)爆炸(EN1991-1-7第5条)代码包括以下主要附件内容：从不明原因（EN1991-1-7附件一）设计建筑物局部衰竭的影响。

风险评估的信息，导致失败的后果的影响，这可能要使用EN 1991 -1-7附件B。

动态设计的影响。

第4节给出的作用，由于影响交通的价值观，培养作为一种替代方法等，作为替代，可以直接使用EN 1991 -1-7附件C获得。

内部暴露(EN 1991-1-7附件D)。

不需要另外评论条款1.1(4)和1.1(5).虽然EN 1991-1-7并不专门处理意外爆炸引起的外部作用、战争车费和恐怖活动,这一条款并参照EN 1991-1-7(2)第3.1条注3的声明：“基于不明原因的偶然作用策略涵盖了可能发生的事件的范围广泛，相关的限制局部衰竭的程度为基础的战略。

EUROPEAN STANDARD SU(1 NORME EUROPÉENNEEUROPÄISCHE NORM7 May 2003UDCDescriptors:English versionEurocode 3 : Design of steel structures3DUW *HQHUDO UXOHV DQG UXOHV IRU EXLOGLQJVCalcul des structures en acier Bemessung und Konstruktion von StahlbautenPartie 1-1 : Règles générales et règles Teil 1-1 : Allgemeine Bemessungsregeln undpour les bâtiments Regeln für den Hochbau6WDJH GUDIW&(1European Committee for StandardisationComité Européen de NormalisationEuropäisches Komitee für Normung&HQWUDO 6HFUHWDULDW UXH GH 6WDVVDUW % %UXVVHOV© 2003 Copyright reserved to all CEN members Ref. No. EN 1993-1-1 : 2003. E3DJH Final draft SU(1 7 May 2003&RQWHQW3DJH )RUHZRUG *HQHUDO 1.1Scope91.1.1Scope of Eurocode 391.1.2Scope of Part 1.1 of Eurocode 310 1.2Normative references101.2.1General reference standards101.2.2Weldable structural steel reference standards10 1.3Assumptions11 1.4Distinction between principles and application rules11 1.5Definitions11 1.6Symbols12 1.7Conventions for member axes12 %DVLV RI GHVLJQ 2.1Requirements142.1.1Basic requirements142.1.2Reliability management142.1.3Design working life, durability and robustness14 2.2Principles of limit state design15 2.3Basic variables152.3.1Actions and environmental influences152.3.2Material and product properties15 2.4Verification by the partial factor method152.4.1Design values of material properties152.4.2Design values of geometrical data152.4.3Design resistances162.4.4Verification of static equilibrium (EQU)16 2.5Design assisted by testing16 0DWHULDOV3.1General17 3.2Structural steel173.2.1Material properties173.2.2Ductility requirements173.2.3Fracture toughness173.2.4Through-thickness properties193.2.5Tolerances203.2.6Design values of material coefficients20 3.3Connecting devices203.3.1Fasteners203.3.2Welding consumables20 3.4Other prefabricated products in buildings20 'XUDELOLW\Final draft3DJH7 May 2003SU(16WUXFWXUDO DQDO\VLV 5.1Structural modelling for analysis215.1.1Structural modelling and basic assumptions215.1.2Joint modelling215.1.3Ground-structure interaction21 5.2Global analysis225.2.1Effects of deformed geometry of the structure225.2.2Structural stability of frames23 5.3Imperfections245.3.1Basis245.3.2Imperfections for global analysis of frames255.3.3Imperfection for analysis of bracing systems285.3.4Member imperfections30 5.4Methods of analysis considering material non-linearities305.4.1General305.4.2Elastic global analysis315.4.3Plastic global analysis31 5.5Classification of cross sections325.5.1Basis325.5.2Classification32 5.6Cross-section requirements for plastic global analysis338OWLPDWH OLPLW VWDWHV 6.1General37 6.2Resistance of cross-sections376.2.1General376.2.2Section properties386.2.3Tension416.2.4Compression416.2.5Bending moment426.2.6Shear426.2.7Torsion446.2.8Bending and shear456.2.9Bending and axial force466.2.10Bending, shear and axial force48 6.3Buckling resistance of members486.3.1Uniform members in compression486.3.2Uniform members in bending526.3.3Uniform members in bending and axial compression566.3.4General method for lateral and lateral torsional buckling of structural components576.3.5Lateral torsional buckling of members with plastic hinges59 6.4Uniform built-up compression members616.4.1General616.4.2Laced compression members636.4.3Battened compression members646.4.4Closely spaced built-up members666HUYLFHDELOLW\ OLPLW VWDWHV 7.1General67 7.2Serviceability limit states for buildings677.2.1Vertical deflections677.2.2Horizontal deflections677.2.3Dynamic effects673DJH Final draft SU(1 7 May 2003$QQH[ $ >LQIRUPDWLYH@ ± 0HWKRG ,QWHUDFWLRQ IDFWRUV N LM IRU LQWHUDFWLRQ IRUPXOD LQ $QQH[ % >LQIRUPDWLYH@ ± 0HWKRG ,QWHUDFWLRQ IDFWRUV N LM IRU LQWHUDFWLRQ IRUPXOD LQ $QQH[ $% >LQIRUPDWLYH@ ± $GGLWLRQDO GHVLJQ SURYLVLRQV AB.1Structural analysis taking account of material non-linearities72 AB.2Simplified provisions for the design of continuous floor beams72 $QQH[ %% >LQIRUPDWLYH@ ± %XFNOLQJ RI FRPSRQHQWV RI EXLOGLQJ VWUXFWXUHV BB.1Flexural buckling of members in triangulated and lattice structures73 BB.1.1General73 BB.1.2Angles as web members73 BB.1.3Hollow sections as members73 BB.2Continuous restraints74 BB.2.1Continuous lateral restraints74 BB.2.2Continuous torsional restraints74 BB.3Stable lengths of segment containing plastic hinges for out-of-plane buckling75 BB.3.1Uniform members made of rolled sections or equivalent welded I-sections75 BB.3.2Haunched or tapered members made of rolled sections or equivalent welded I-sections79 BB.3.3Modification factors for moment gradients in members laterally restrained along the tension flange80Final draft3DJH 7 May 2003SU(1 )RUHZRUGThis European Standard EN 1993-1-1, Design of Steel Structures : General rules and rules for buildings, has been prepared on behalf of Technical Committee CEN/TC250 « Structural Eurocodes », the Secretariat of which is held by BSI. CEN/TC250 is responsible for all Structural Eurocodes.The text of the draft standard was submitted to the formal vote and was approved by CEN as EN 1993-1-1 on YYYY-MM-DD.No existing European Standard is superseded.%DFNJURXQG RI WKH (XURFRGH SURJUDPPHIn 1975, the Commission of the European Community decided on an action programme in the field of construction, based on article 95 of the Treaty. The objective of the programme was the elimination of technical obstacles to trade and the harmonisation of technical specifications.Within this action programme, the Commission took the initiative to establish a set of harmonised technical rules for the design of construction works which, in a first stage, would serve as an alternative to the national rules in force in the Member States and, ultimately, would replace them.For fifteen years, the Commission, with the help of a Steering Committee with Representatives of Member States, conducted the development of the Eurocodes programme, which led to the first generation of European codes in the 1980s.In 1989, the Commission and the Member States of the EU and EFTA decided, on the basis of an agreement1 between the Commission and CEN, to transfer the preparation and the publication of the Eurocodes to the CEN through a series of Mandates, in order to provide them with a future status of European Standard (EN). This links GH IDFWR the Eurocodes with the provisions of all the Council’s Directives and/or Commission’s Decisions dealing with European standards (e.g. the Council Directive 89/106/EEC on construction products – CPD – and Council Directives 93/37/EEC, 92/50/EEC and 89/440/EEC on public works and services and equivalent EFTA Directives initiated in pursuit of setting up the internal market).The Structural Eurocode programme comprises the following standards generally consisting of a number of Parts:EN 1990Eurocode:Basis of structural designEN 1991Eurocode 1:Actions on structuresEN 1992Eurocode 2:Design of concrete structuresEN 1993Eurocode 3:Design of steel structuresEN 1994Eurocode 4:Design of composite steel and concrete structuresEN 1995Eurocode 5:Design of timber structuresEN 1996Eurocode 6:Design of masonry structuresEN 1997Eurocode 7:Geotechnical designEN 1998Eurocode 8:Design of structures for earthquake resistanceEN 1999Eurocode 9:Design of aluminium structuresEurocode standards recognise the responsibility of regulatory authorities in each Member State and have safeguarded their right to determine values related to regulatory safety matters at national level where these continue to vary from State to State.1Agreement between the Commission of the European Communities and the European Committee for Standardisation (CEN) concerning the work on EUROCODES for the design of building and civil engineering works (BC/CEN/03/89).3DJH Final draft SU(1 7 May 20036WDWXV DQG ILHOG RI DSSOLFDWLRQ RI (XURFRGHVThe Member States of the EU and EFTA recognise that Eurocodes serve as reference documents for the following purposes :–as a means to prove compliance of building and civil engineering works with the essential requirements of Council Directive 89/106/EEC, particularly Essential Requirement N°1 - Mechanical resistance and stability - and Essential Requirement N°2 - Safety in case of fire;–as a basis for specifying contracts for construction works and related engineering services;–as a framework for drawing up harmonised technical specifications for construction products (ENs and ETAs)The Eurocodes, as far as they concern the construction works themselves, have a direct relationship with the Interpretative Documents2 referred to in Article 12 of the CPD, although they are of a different nature from harmonised product standard3. Therefore, technical aspects arising from the Eurocodes work need to be adequately considered by CEN Technical Committees and/or EOTA Working Groups working on product standards with a view to achieving a full compatibility of these technical specifications with the Eurocodes.The Eurocode standards provide common structural design rules for everyday use for the design of whole structures and component products of both a traditional and an innovative nature. Unusual forms of construction or design conditions are not specifically covered and additional expert consideration will be required by the designer in such cases.1DWLRQDO 6WDQGDUGV LPSOHPHQWLQJ (XURFRGHVThe National Standards implementing Eurocodes will comprise the full text of the Eurocode (including any annexes), as published by CEN, which may be preceded by a National title page and National foreword, and may be followed by a National annex (informative).The National Annex (informative) may only contain information on those parameters which are left open in the Eurocode for national choice, known as Nationally Determined Parameters, to be used for the design of buildings and civil engineering works to be constructed in the country concerned, i.e. :–values for partial factors and/or classes where alternatives are given in the Eurocode,–values to be used where a symbol only is given in the Eurocode,–geographical and climatic data specific to the Member State, e.g. snow map,–the procedure to be used where alternative procedures are given in the Eurocode,–references to non-contradictory complementary information to assist the user to apply the Eurocode./LQNV EHWZHHQ (XURFRGHV DQG SURGXFW KDUPRQLVHG WHFKQLFDO VSHFLILFDWLRQV (1V DQG (7$VThere is a need for consistency between the harmonised technical specifications for construction products and the technical rules for works4. Furthermore, all the information accompanying the CE Marking of the construction products which refer to Eurocodes should clearly mention which Nationally Determined Parameters have been taken into account.2According to Art. 3.3 of the CPD, the essential requirements (ERs) shall be given concrete form in interpretative documents for the creation of the necessary links between the essential requirements and the mandates for hENs and ETAGs/ETAs.3According to Art. 12 of the CPD the interpretative documents shall :a)give concrete form to the essential requirements by harmonising the terminology and the technical bases and indicating classesor levels for each requirement where necessary ;b)indicate methods of correlating these classes or levels of requirement with the technical specifications, e.g. methods ofcalculation and of proof, technical rules for project design, etc. ;c)serve as a reference for the establishment of harmonised standards and guidelines for European technical approvals.The Eurocodes, GH IDFWR, play a similar role in the field of the ER 1 and a part of ER 2.4See Art.3.3 and Art.12 of the CPD, as well as clauses 4.2, 4.3.1, 4.3.2 and 5.2 of ID 1.Final draft3DJH 7 May 2003SU(1 $GGLWLRQDO LQIRUPDWLRQ VSHFLILF WR (1EN 1993 is intended to be used with Eurocodes EN 1990 – Basis of Structural Design, EN 1991 – Actions on structures and EN 1992 to EN 1999, when steel structures or steel components are referred to.EN 1993-1 is the first of six parts of EN 1993 – Design of Steel Structures. It gives generic design rules intended to be used with the other parts EN 1993-2 to EN 1993-6. It also gives supplementary rules applicable only to buildings.EN 1993-1 comprises eleven subparts EN 1993-1-1 to EN 1993-1-11 each addressing specific steel components, limit states or materials.It may also be used for design cases not covered by the Eurocodes (other structures, other actions, other materials) serving as a reference document for other CEN TC´s concerning structural matters.EN 1993-1 is intended for use by–committees drafting design related product, testing and execution standards,–clients (e.g. for the formulation of their specific requirements)–designers and constructors–relevant authoritiesNumerical values for partial factors and other reliability parameters are recommended as basic values that provide an acceptable level of reliability. They have been selected assuming that an appropriate level of workmanship and quality management applies.3DJH Final draft SU(1 7 May 20031DWLRQDO DQQH[ IRU (1This standard gives alternative procedures, values and recommendations for classes with notes indicating where national choices may be made. Therefore the National Standard implementing EN 1993-1 should have a National Annex containing all Nationally Determined Parameters to be used for the design of steel structures to be constructed in the relevant country.National choice is allowed in EN 1993-1-1 through paragraphs:– 2.3.1(1)– 3.1(2)– 3.2.1(1)– 3.2.2(1)– 3.2.3(1)– 3.2.3(3)B– 3.2.4(1)B– 5.2.1(3)– 5.2.2(8)– 5.3.2(3)– 5.3.2(11)– 5.3.4(3)– 6.1(1)B– 6.1(1)– 6.3.2.2(2)– 6.3.2.3(1)– 6.3.2.3(2)– 6.3.2.4(1)B– 6.3.2.4(2)B– 6.3.3(5)– 6.3.4(1)–7.2.1(1)B–7.2.2(1)B–7.2.3(1)B–BB.1.3(3)BFinal draft3DJH 7 May 2003SU(1 *HQHUDO6FRSH6FRSH RI (XURFRGH(1)Eurocode 3 applies to the design of buildings and civil engineering works in steel. 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 – Basis of structural design.(2)Eurocode 3 is concerned only with requirements for resistance, serviceability, durability and fire resistance of steel structures. Other requirements, e.g. concerning thermal or sound insulation, are not covered.(3)Eurocode 3 is intended to be used in conjunction with:–EN 1990 “Basis of structural design”–EN 1991 “Actions on structures”–ENs, ETAGs and ETAs for construction products relevant for steel structures–EN 1090 “Execution of steel structures – Technical requirements”–EN 1992 to EN 1999 when steel structures or steel components are referred to(4)Eurocode 3 is subdivided in various parts:EN 1993-1Design of Steel Structures : General rules and rules for buildings.EN 1993-2Design of Steel Structures : Steel bridges.EN 1993-3Design of Steel Structures : Towers, masts and chimneys.EN 1993-4 Design of Steel Structures : Silos, tanks and pipelines.EN 1993-5 Design of Steel Structures : Piling.EN 1993-6 Design of Steel Structures : Crane supporting structures.(5)EN 1993-2 to EN 1993-6 refer to the generic rules in EN 1993-1. The rules in parts EN 1993-2 to EN 1993-6 supplement the generic rules in EN 1993-1.(6)EN 1993-1 “General rules and rules for buildings” comprises:EN 1993-1-1Design of Steel Structures : General rules and rules for buildings.EN 1993-1-2Design of Steel Structures : Structural fire design.EN 1993-1-3Design of Steel Structures : Cold-formed thin gauge members and sheeting.EN 1993-1-4Design of Steel Structures : Stainless steels.EN 1993-1-5Design of Steel Structures : Plated structural elements.EN 1993-1-6Design of Steel Structures : Strength and stability of shell structures.EN 1993-1-7Design of Steel Structures : Strength and stability of planar plated structures transversely loaded.EN 1993-1-8Design of Steel Structures : Design of joints.EN 1993-1-9Design of Steel Structures : Fatigue strength of steel structures.EN 1993-1-10Design of Steel Structures : Selection of steel for fracture toughness and through-thickness properties.EN 1993-1-11Design of Steel Structures : Design of structures with tension components made of steel.3DJH Final draft SU(1 7 May 20036FRSH RI 3DUW RI (XURFRGH(1)EN 1993-1-1 gives basic design rules for steel structures with material thicknesses t ≥ 3 mm. It also gives supplementary provisions for the structural design of steel buildings. These supplementary provisions are indicated by the letter “B” after the paragraph number, thus ( )B.127( For cold formed thin gauge members and plate thicknesses t < 3 mm see EN 1993-1-3.(2)The following subjects are dealt with in EN 1993-1-1:Section 1:GeneralSection 2:Basis of designSection 3:MaterialsSection 4:DurabilitySection 5:Structural analysisSection 6:Ultimate limit statesSection 7:Serviceability limit states(3)Sections 1 to 2 provide additional clauses to those given in EN 1990 “Basis of structural design”.(4)Section 3 deals with material properties of products made of low alloy structural steels.(5)Section 4 gives general rules for durability.(6)Section 5 refers to the structural analysis of structures, in which the members can be modelled with sufficient accuracy as line elements for global analysis.(7)Section 6 gives detailed rules for the design of cross sections and members.(8)Section 7 gives rules for serviceability.1RUPDWLYH UHIHUHQFHVThe following normative documents contain provisions which, through reference in this text, constitute provisions of this European Standard. For dated references, subsequent amendments to or revisions of any of these publications do not apply. However, parties to agreements based on this European Standard are encouraged to investigate the possibility of applying the most recent editions of the normative documents indicated below. For undated references the latest edition of the normative document referred to applies.*HQHUDO UHIHUHQFH VWDQGDUGVEN 1090Execution of steel structures – Technical requirementsEN ISO 12944Paints and varnishes – Corrosion protection of steel structures by protective paint systems EN 1461Hot dip galvanised coatings on fabricated iron and steel articles – specifications and test methods:HOGDEOH VWUXFWXUDO VWHHO UHIHUHQFH VWDQGDUGVEN 10025-1: January 2002Hot-rolled products of structural steels - Part 1: General delivery conditions. EN 10025-2: January 2002Hot-rolled products of structural steels - Part 2: Technical delivery conditionsfor non-alloy structural steels.EN 10025-3: January 2002Hot-rolled products of structural steels - Part 3: Technical delivery conditionsfor normalized / normalized rolled weldable fine grain structural steels.7 May 2003SU(1 EN 10025-4: March 2002Hot-rolled products of structural steels - Part 4: Technical delivery conditionsfor thermomechanical rolled weldable fine grain structural steels.EN 10025-5: March 2002Hot-rolled products of structural steels - Part 5: Technical delivery conditionsfor structural steels with improved atmospheric corrosion resistance.EN 10025-6: March 2002Hot-rolled products of structural steels - Part 6: Technical delivery conditionsfor flat products of high yield strength structural steels in the quenched andtempered condition.EN 10164: 1993Steel products with improved deformation properties perpendicular to thesurface of the product - Technical delivery conditions.EN 10210-1: February 2002Hot finished structural hollow sections of non-alloy and fine grain structuralsteels – Part 1: Technical delivery requirements.EN 10219-1: February 2002Cold formed hollow sections of structural steel - Part 1: Technical deliveryrequirements.$VVXPSWLRQV(1)In addition to the general assumptions of EN 1990 the following assumptions apply:–fabrication and erection complies with EN 1090'LVWLQFWLRQ EHWZHHQ SULQFLSOHV DQG DSSOLFDWLRQ UXOHV(1)The rules in EN 1990 clause 1.4 apply.'HILQLWLRQV(1)The rules in EN 1990 clause 1.5 apply.(2)The following terms are used in EN 1993-1-1 with the following meanings:IUDPHthe whole or a portion of a structure, comprising an assembly of directly connected structural elements, designed to act together to resist load; this term refers to both moment-resisting frames and triangulated frames; it covers both plane frames and three-dimensional framesVXE IUDPHa frame that forms part of a larger frame, but is be treated as an isolated frame in a structural analysisW\SH RI IUDPLQJterms used to distinguish between frames that are either:–VHPL FRQWLQXRXV, in which the structural properties of the members and joints need explicit consideration in the global analysis–FRQWLQXRXV, in which only the structural properties of the members need be considered in the global analysis–VLPSOH, in which the joints are not required to resist momentsJOREDO DQDO\VLVthe determination of a consistent set of internal forces and moments in a structure, which are in equilibrium with a particular set of actions on the structureV\VWHP OHQJWKdistance in a given plane between two adjacent points at which a member is braced against lateral displacement in this plane, or between one such point and the end of the memberEXFNOLQJ OHQJWKsystem length of an otherwise similar member with pinned ends, which has the same buckling resistance as a given member or segment of memberVKHDU ODJ HIIHFWnon-uniform stress distribution in wide flanges due to shear deformation; it is taken into account by using a reduced “effective” flange width in safety assessmentsFDSDFLW\ GHVLJQdesign method for achieving the plastic deformation capacity of a member by providing additional strength in its connections and in other parts connected to itXQLIRUP PHPEHUmember with a constant cross-section along its whole length6\PEROV(1)For the purpose of this standard the following symbols apply.'UDIW QRWH Will be added later.&RQYHQWLRQV IRU PHPEHU D[HV(1)The convention for member axes is:x-x-along the membery-y-axis of the cross-sectionz-z-axis of the cross-section(2)For steel members, the conventions used for cross-section axes are:–generally:y-y-cross-section axis parallel to the flangesz-z-cross-section axis perpendicular to the flanges–for angle sections:y-y-axis parallel to the smaller legz-z-axis perpendicular to the smaller leg–where necessary:u-u-major principal axis (where this does not coincide with the yy axis)v-v-minor principal axis (where this does not coincide with the zz axis)(3)The symbols used for dimensions and axes of rolled steel sections are indicated in Figure 1.1.(4)The convention used for subscripts that indicate axes for moments is: "Use the axis about which the moment acts."7 May 2003SU(1127( All rules in this Eurocode relate to principal axis properties, which are generally defined by the axes y-y and z-z but for sections such as angles are defined by the axes u-u and v-v.)LJXUH 'LPHQVLRQV DQG D[HV RI VHFWLRQV%DVLV RI GHVLJQ5HTXLUHPHQWV%DVLF UHTXLUHPHQWV(1)The design of steel structures shall be in accordance with the general rules given in EN 1990.(2)The supplementary provisions for steel structures given in this section shall also be applied.(3)The basic requirements of EN 1990 section 2 shall be deemed be satisfied where limit state design is used in conjunction with the partial factor method and the load combinations given in EN 1990 together with the actions given in EN 1991.(4)The rules for resistances, serviceability and durability given in the various parts of EN 1993 should be applied.5HOLDELOLW\ PDQDJHPHQW(1)Where different levels of reliability are required, these levels should preferably be achieved by an appropriate choice of quality management in design and execution, according to EN 1990 Annex C and EN 1090.'HVLJQ ZRUNLQJ OLIH GXUDELOLW\ DQG UREXVWQHVV*HQHUDO(1)Depending upon the type of action affecting durability and the design working life (see EN 1990) steel structures should be–designed against corrosion by means of–suitable surface protection (see EN ISO 12944)–the use of weathering steel–the use of stainless steel (see EN 1993-1-4)–detailed for sufficient fatigue life (see EN 1993-1-9)–designed for wearing–designed for accidental actions (see EN 1991-1-7)–inspected and maintained.'HVLJQ ZRUNLQJ OLIH IRU EXLOGLQJV(1)B The design working life should be taken as the period for which a building structure is expected to be used for its intended purpose.(2)B For the specification of the intended design working life of a permanent building see Table 2.1 of EN 1990.(3)B For structural elements that cannot be designed for the total design life of the building, see 2.1.3.3(3)B.'XUDELOLW\ IRU EXLOGLQJV(1)B To ensure durability, buildings and their components should either be designed for environmental actions and fatigue if relevant or else protected from them.7 May 2003SU(1(2)B The effects of deterioration of material, corrosion or fatigue where relevant should be taken into account by appropriate choice of material, see EN 1993-1-4 and EN 1993-1-10, and details, see EN 1993-1-9, or by structural redundancy and by the choice of an appropriate corrosion protection system.(3)B If a building includes components that need to be replaceable (e.g. bearings in zones of soil settlement), the possibility of their safe replacement should be verified as a transient design situation.3ULQFLSOHV RI OLPLW VWDWH GHVLJQ(1)The resistances of cross-sections and members specified in this Eurocode 3 for the ultimate limit states as defined in EN 1990-3.3 are based on tests in which the material exhibited sufficient ductility to apply simplified design models.(2)The resistances specified in this Eurocode Part may therefore be used where the conditions for materials in section 3 are met.%DVLF YDULDEOHV$FWLRQV DQG HQYLURQPHQWDO LQIOXHQFHV(1)Actions for the design of steel structures should be taken from EN 1991. For the combination of actions and partial factors of actions see Annex A to EN 1990127( The National Annex may define actions for particular regional or climatic or accidental situations.127( % For proportional loading for incremental approach, see Annex AB.1.127( % For simplified load arrangement, see Annex AB.2.(2)The actions to be considered in the erection stage should be obtained from EN 1991-1-6.(3)Where the effects of predicted absolute and differential settlements need to be considered, best estimates of imposed deformations should be used.(4)The effects of uneven settlements or imposed deformations or other forms of prestressing imposed during erection should be taken into account by their nominal value P k as permanent actions and grouped with other permanent actions G k from a single action (G k + P k).(5)Fatigue actions not defined in EN 1991 should be determined according to Annex A of EN 1993-1-9. 0DWHULDO DQG SURGXFW SURSHUWLHV(1)Material properties for steels and other construction products and the geometrical data to be used for design should be those specified in the relevant ENs, ETAGs or ETAs unless otherwise indicated in this standard.9HULILFDWLRQ E\ WKH SDUWLDO IDFWRU PHWKRG'HVLJQ YDOXHV RI PDWHULDO SURSHUWLHV(1)For the design of steel structures characteristic values X K or nominal values X n of material properties shall be used as indicated in this Eurocode.'HVLJQ YDOXHV RI JHRPHWULFDO GDWD(1)Geometrical data for cross-sections and systems may be taken from product standards hEN or drawings for the execution to EN 1090 and treated as nominal values.。

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。

1.各欧洲规范间的联系EN 1990 将与EN 1991 共同使用：欧洲规范1－结构作用和设计欧洲规范EN1992 至EN 1999，针对建筑物的结构设计和土木工程的结构设计，包括岩土工程技术、结构防火设计以及涉及地震、执行和临时结构的状况。

EN 1990 单独在欧洲规范系列中提出了所有独立于材料的可操作标准（例如作用的分系数、承载能力极限状态和正常使用极限状态的荷载组合公式）。

因此，没有规定独立于材料材料指导的EN 1991 和EN 1992 至EN 1999 必须要和EN 1990 一起使用。

2.欧洲规范的特点1)方法基于极限状态概念，采用分项系数法2)对象建筑结构土木工程结构（桥梁，筒体，管道，塔桅等）对特殊结构（大坝、核电站等），需用到其他相关规范3)材料钢，混凝土，铝，木，砌体等4)结构新建结构，既有结构；不同寿命要求的临时结构和永久性结构5)桥梁的适用范围（各成员国情况不尽相同）公路桥铁路桥人行及自行车桥6)规范条文的类型所有条款分为两类，一类为原则性条款（Principles），一类为应用性条款（Application Rules）原则性条款描述结构性能的基本要求，必须满足；应用性条款则是满足原则性条款要求可采用的方法（非强制性）7)成员国层面的欧洲规范的组成与格式a)成员国标题页b)成员国前言c)EN（正式版本）标题页d)EN正文e)EN附录f)成员国附录8)修订周期：5年1.欧洲规范的组成规范组成（计10册，每册由若干篇组成）EN 1990 Eurocode : 结构设计基础EN 1991 Eurocode 1: 结构作用EN 1992 Eurocode 2: 混凝土结构设计EN 1993 Eurocode 3: 钢结构设计EN 1994 Eurocode 4: 钢－混凝土组合结构设计EN 1995 Eurocode 5: 木结构设计EN 1996 Eurocode 6: 圬工（砌体）结构设计EN 1997 Eurocode 7: 土工设计EN 1998 Eurocode 8: 结构抗震设计EN 1999 Eurocode 9: 铝结构设计EN 1990 Basis of structural design•EN 1990 Basis of structural design - Annex A.2 Bridges•EN 1991-1-1 Actions on structures –Self weight & imposed loads•EN 1991-1-2 Actions on structures –Fire•EN 1991-1-3 Actions on structures –Snow loads•EN 1991-1-4 Actions on structures –Wind actions•EN 1991-1-5 Actions on structures –Thermal Actions•EN 1991-1-6 Actions on structures –Execution•EN 1991-1-7 Accidental actions•EN 1991-2 Actions on structures –Traffic loads on bridges •EN 1991-3 Actions –Cranes and machinery•EN 1991-4 Actions on structures –Silos and tanksEN 1992-1-1 Design of concrete structures –General requirements •EN 1992-1-2 Design of concrete structures –Fire design•EN 1992-2 Design of concrete structures - Bridges•EN 1992-3 Concrete –Liquid retaining•EN 1993-1-1 Design of Steel structures –General requirements •EN 1993-1-2 Design of Steel structures –Fire design•EN 1993-1-3 Steel –Cold thin gauge members•EN 1993-1-4 Steel –Structures in stainless•EN 1993-1-5 Steel -- Strength planar plated•EN 1993-1-6 Steel –Shell structures•EN 1993-1-7 Steel –Out of plane•EN 1993-1-8 Design of Steel structures - Design of joints•EN 1993-1-9 Design of Steel structures- Fatigue strength•EN 1993-1-10 Design of Steel structures –Mat. Toughness •EN 1993-1-11 Steel –Tension components•EN 1993-1-12 Steel–HSS•EN 1993-2 Steel -- Bridges•EN 1993-3-1 Steel –Towers and masts•EN 1993-3-2 Steel -- Chimneys•EN 1993-4-1 Steel –Silos•EN 1993-4-2 Steel –Tanks•EN 1993-4-3 Steel –Pipelines•EN 1993-5 Steel –Piling•EN 1993-6 Steel –Crane supporting structures•EN 1994-1-1 Design of composite structures –General req.•EN 1994-1-2 Design of composite structures –Fire design•EN 1994-2 Design of composite structures –Bridges•EN 1995-1-1 Design of timber structures –General requirements•EN 1995-1-2 Design of timber structures –Fire design•EN 1995-2 Design of timber structures –Bridges•EN 1996-1-1 Design of masonry structures –Generalrequirements•EN 1996-1-2 Design of masonry structures –Fire design•EN 1996-2 Design of masonry structures–Selection & execution•EN 1996-3 Design of masonry structures–Simplified calculation•EN 1997-1 Geotechnical design –General requirements•EN 1997-2 Geotechnical ground investigation•EN 1998-1 Design for earthquake resistance –Gen. req.•EN 1998-2 Design for earthquake resistance –Bridges•EN 1998-3 Design for earthquake resistance –Assess. andretrofitting•EN 1998-4 Earthquake –Silos, tanks & pipelines•EN 1998-5 Design for earthquake resistance –Foundations•EN 1998-6 Design for earthquake resistance –Towers masts•EN 1999-1-1 Aluminium –Common rules•EN 1999-1-2 Aluminium –Fire design•EN 1999-1-3 Aluminium –Fatigue•EN 1999-1-4 Aluminium –Trapezoidal sheeting•EN 1999-1-5 Aluminium –Shell structures欧洲规范0 建立了结构安全性，适用性和耐久性的原理和要求，描述了结构设计和校核的基础，给出了结构可靠性相关方面的准则。

- all deliverables -Under Draft Under Approval (Under Enquiry )Approved PublishedCEN/TC 250EN 1991-1-3:2003/AC :2009 (WI=00250C26)Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loadsPublishedCEN/TC 250EN 1991-1-4:2005 (WI=00250089)Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actionsPublishedCEN/TC 250EN 1991-1-4:2005/A1:2010 (WI=00250170)Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actionsPublishedCEN/TC 250EN 1991-1-4:2005/AC :2010 (WI=00250C64)Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actionsPublishedCEN/TC 250EN 1991-1-5:2003 (WI=00250114)Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actionsPublishedCEN/TC 250EN 1991-1-5:2003/AC :2009 (WI=00250C28)Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actionsPublishedCEN/TC 250EN 1991-1-6:2005 (WI=00250115)Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during executionPublishedCEN/TC 250EN 1991-1-6:2005/AC :2013 (WI=00250C71)Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during executionPublishedCEN/TC 250EN 1991-1-7:2006 (WI=00250132)Eurocode 1 - Actions on structures - Part 1-7: General actions - Accidental actionsPublishedCEN/TC 250EN 1991-1-7:2006/A1:2014 (WI=00250182)Eurocode 1 - Actions on structures - Part 1-7: General actions - Accidental actionsPublishedCEN/TC 250EN 1991-1-7:2006/AC :2010 (WI=00250C59)Eurocode 1 - Actions on structures - Part 1-7: General actions - Accidental actionsPublishedCEN/TC 250EN 1991-2:2003 (WI=00250096)Eurocode 1: Actions on structures - Part 2: Traffic loads on bridgesPublishedCEN/TC 250EN 1991-2:2003/AC :2010 (WI=00250C60)Eurocode 1: Actions on structures - Part 2: Traffic loads on bridgesPublishedCEN/TC 250EN 1991-3:2006 (WI=00250133)Eurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machineryPublishedCEN/TC 250EN 1991-3:2006/AC :2012 (WI=00250C70)Eurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machineryPublishedCEN/TC 250EN 1991-4:2006 (WI=00250097)Eurocode 1 - Actions on structures - Part 4: Silos and tanksPublishedCEN/TC 250EN 1991-4:2006/AC :2012 (WI=00250C69)Eurocode 1 - Actions on structures - Part 4: Silos and tanksPublishedCEN/TC 250EN 1992-1-1:2004 (WI=00250072)Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildingsPublishedCEN/TC 250EN 1992-1-1:2004/A1:2014 (WI=00250183)Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildingsPublishedCEN/TC 250EN 1992-1-1:2004/AC :2010 (WI=00250C66)Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildingsPublishedCEN/TC 250EN 1992-1-2:2004 (WI=00250098)Eurocode 2: Design of concrete structures - Part 1-2: General rules -Structural fire designPublishedCEN/TC 250EN 1992-1-2:2004/AC :2008 (WI=00250C21)Eurocode 2: Design of concrete structures - Part 1-2: General rules -Structural fire designPublishedCEN/TC 250EN 1992-2:2005 (WI=00250116)Eurocode 2 - Design of concrete structures - Concrete bridges - Design and detailing rulesPublishedCEN/TC 250EN 1992-2:2005/AC :2008 (WI=00250C17)Eurocode 2 - Design of concrete structures - Concrete bridges - Design and detailing rulesPublishedCEN/TC 250EN 1992-3:2006 (WI=00250134)Eurocode 2 - Design of concrete structures - Part 3: Liquid retaining and containment structures PublishedCEN/TC 250EN 1993-1-10:2005(WI=00250109)Eurocode 3: Design of steel structures - Part 1-10: Material toughness andthrough-thickness propertiesPublishedCEN/TC 250EN 1993-1-10:2005/AC:2009(WI=00250C31)Eurocode 3: Design of steel structures - Part 1-10: Material toughness andthrough-thickness propertiesPublishedCEN/TC 250EN 1993-1-11:2006(WI=00250121)Eurocode 3 - Design of steel structures - Part 1-11: Design of structureswith tension componentsPublishedCEN/TC 250EN 1993-1-11:2006/AC:2009(WI=00250C38)Eurocode 3 - Design of steel structures - Part 1-11: Design of structureswith tension componentsPublishedCEN/TC 250EN 1993-1-12:2007(WI=00250164)Eurocode 3 - Design of steel structures - Part 1-12: Additional rules for theextension of EN 1993 up to steel grades S 700PublishedCEN/TC 250EN 1993-1-12:2007/AC:2009(WI=00250C39)Eurocode 3 - Design of steel structures - Part 1-12: Additional rules for theextension of EN 1993 up to steel grades S 700PublishedCEN/TC 250EN 1993-1-1:2005(WI=00250106)Eurocode 3: Design of steel structures - Part 1-1: General rules and rulesfor buildingsPublishedCEN/TC 250EN 1993-1-1:2005/A1:2014(WI=00250177)Eurocode 3: Design of steel structures - Part 1-1: General rules and rulesfor buildingsPublishedCEN/TC 250EN 1993-1-1:2005/AC:2009(WI=00250C37)Eurocode 3: Design of steel structures - Part 1-1: General rules and rulesfor buildingsPublishedCEN/TC 250EN 1993-1-2:2005(WI=00250099)Eurocode 3: Design of steel structures - Part 1-2: General rules - Structuralfire designPublishedCEN/TC 250EN 1993-1-2:2005/AC:2009(WI=00250C30)Eurocode 3: Design of steel structures - Part 1-2: General rules - Structuralfire designPublishedCEN/TC 250EN 1993-1-3:2006(WI=00250117)Eurocode 3 - Design of steel structures - Part 1-3: General rules -Supplementary rules for cold-formed members and sheetingPublishedCEN/TC 250EN 1993-1-3:2006/AC:2009(WI=00250C55)Eurocode 3 - Design of steel structures - Part 1-3: General rules -Supplementary rules for cold-formed members and sheetingPublishedCEN/TC 250EN 1993-1-4:2006(WI=00250118)Eurocode 3 - Design of steel structures - Part 1-4: General rules -Supplementary rules for stainless steelsPublishedCEN/TC 250EN 1993-1-5:2006(WI=00250119)Eurocode 3 - Design of steel structures - Part 1-5: Plated structuralelementsPublishedCEN/TC 250EN 1993-1-5:2006/AC:2009(WI=00250C32)Eurocode 3 - Design of steel structures - Part 1-5: Plated structuralelementsPublishedCEN/TC 250EN 1993-1-6:2007(WI=00250135)Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability ofShell StructuresPublishedCEN/TC 250EN 1993-1-6:2007/AC:2009(WI=00250C41)Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability ofShell StructuresPublishedCEN/TC 250EN 1993-1-7:2007(WI=00250136)Eurocode 3 - Design of steel structures - Part 1-7: Plated structures subjectto out of plane loadingPublishedCEN/TC 250EN 1993-1-7:2007/AC:2009(WI=00250C45)Eurocode 3 - Design of steel structures - Part 1-7: Plated structures subjectto out of plane loadingPublishedCEN/TC 250EN 1993-1-8:2005(WI=00250107)Eurocode 3: Design of steel structures - Part 1-8: Design of joints PublishedCEN/TC 250EN 1993-1-8:2005/AC:2009(WI=00250C33)Eurocode 3: Design of steel structures - Part 1-8: Design of joints PublishedCEN/TC 250EN 1993-1-9:2005(WI=00250108)Eurocode 3: Design of steel structures - Part 1-9: Fatigue Published CEN/TC 250EN 1993-1-9:2005/AC:2009(WI=00250C34)PublishedCEN/TC 250()Eurocode 3: Design of steel structures - Part 1-9: FatiguePublishedCEN/TC 250EN 1993-2:2006 (WI=00250120)Eurocode 3 - Design of steel structures - Part 2: Steel BridgesPublishedCEN/TC 250EN 1993-2:2006/AC :2009 (WI=00250C42)Eurocode 3 - Design of steel structures - Part 2: Steel BridgesPublishedCEN/TC 250EN 1993-3-1:2006 (WI=00250122)Eurocode 3 - Design of steel structures - Part 3-1: Towers, masts and chimneys - Towers and mastsPublishedCEN/TC 250EN 1993-3-1:2006/AC :2009 (WI=00250C43)Eurocode 3 - Design of steel structures - Part 3-1: Towers, masts and chimneys - Towers and mastsPublishedCEN/TC 250EN 1993-3-2:2006 (WI=00250123)Eurocode 3 - Design of steel structures - Part 3-2: Towers, masts and chimneys - ChimneysPublishedCEN/TC 250EN 1993-4-1:2007 (WI=00250137)Eurocode 3 - Design of steel structures - Part 4-1: SilosPublishedCEN/TC 250EN 1993-4-1:2007/AC :2009 (WI=00250C35)Eurocode 3 - Design of steel structures - Part 4-1: SilosPublishedCEN/TC 250EN 1993-4-2:2007 (WI=00250138)Eurocode 3 - Design of steel structures - Part 4-2: TanksPublishedCEN/TC 250EN 1993-4-2:2007/AC :2009 (WI=00250C36)Eurocode 3 - Design of steel structures - Part 4-2: TanksPublishedCEN/TC 250EN 1993-4-3:2007 (WI=00250139)Eurocode 3 - Design of steel structures - Part 4-3: PipelinesPublishedCEN/TC 250EN 1993-4-3:2007/AC :2009 (WI=00250C44)Eurocode 3 - Design of steel structures - Part 4-3: PipelinesPublishedCEN/TC 250EN 1993-5:2007 (WI=00250140)Eurocode 3 - Design of steel structures - Part 5: PilingPublishedCEN/TC 250EN 1993-5:2007/AC :2009 (WI=00250C46)Eurocode 3 - Design of steel structures - Part 5: PilingPublishedCEN/TC 250EN 1993-6:2007 (WI=00250141)Eurocode 3 - Design of steel structures - Part 6: Crane supporting structuresPublishedCEN/TC 250EN 1993-6:2007/AC :2009 (WI=00250C47)Eurocode 3 - Design of steel structures - Part 6: Crane supporting structuresPublishedCEN/TC 250EN 1994-1-1:2004 (WI=00250131)Eurocode 4: Design of composite steel and concrete structures - Part 1-1:General rules and rules for buildingsPublishedCEN/TC 250EN 1994-1-1:2004/AC :2009 (WI=00250C24)Eurocode 4: Design of composite steel and concrete structures - Part 1-1:General rules and rules for buildingsPublishedCEN/TC 250EN 1994-1-2:2005 (WI=00250100)Eurocode 4 - Design of composite steel and concrete structures - Part 1-2:General rules - Structural fire designPublishedCEN/TC 250EN 1994-1-2:2005/A1:2014 (WI=00250178)Eurocode 4 - Design of composite steel and concrete structures - Part 1-2:General rules - Structural fire designPublishedCEN/TC 250EN 1994-1-2:2005/AC :2008 (WI=00250C18)Eurocode 4 - Design of composite steel and concrete structures - Part 1-2:General rules - Structural fire designPublishedCEN/TC 250EN 1994-2:2005 (WI=00250124)Eurocode 4 - Design of composite steen and concrete structures - Part 2:General rules and rules for bridgesPublishedCEN/TC 250EN 1994-2:2005/AC :2008 (WI=00250C19)Eurocode 4 - Design of composite steel and concrete structures - Part 2:General rules and rules for bridgesPublishedCEN/TC 250EN 1995-1-1:2004 (WI=00250075)Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildingsPublishedCEN/TC 250EN 1995-1-1:2004/A1:2008 (WI=00250165)Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildingsPublishedCEN/TC 250EN 1995-1-1:2004/A2:2014 (WI=00250184)Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings PublishedCEN/TC 250EN 1995-1-1:2004/AC :2006 (WI=00250C15)Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildingsPublishedCEN/TC 250EN 1995-1-2:2004 (WI=00250101)Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire designPublishedCEN/TC 250EN 1995-1-2:2004/AC :2009 (WI=00250C27)Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire designPublishedCEN/TC 250EN 1995-2:2004 (WI=00250125)Eurocode 5: Design of timber structures - Part 2: BridgesPublishedCEN/TC 250EN 1996-1-1:2005+A1:2012 (WI=00250176)Eurocode 6 - Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structuresPublishedCEN/TC 250EN 1996-1-2:2005 (WI=00250103)Eurocode 6 - Design of masonry structures - Part 1-2: General rules -Structural fire designPublishedCEN/TC 250EN 1996-1-2:2005/AC :2010 (WI=00250C58)Eurocode 6 - Design of masonry structures - Part 1-2: General rules -Structural fire designPublishedCEN/TC 250EN 1996-2:2006 (WI=00250143)Eurocode 6 - Design of masonry structures - Part 2: Design considerations,selection of materials and execution of masonryPublishedCEN/TC 250EN 1996-2:2006/AC :2009 (WI=00250C56)Eurocode 6 - Design of masonry structures - Part 2: Design considerations,selection of materials and execution of masonryPublishedCEN/TC 250EN 1996-3:2006 (WI=00250144)Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structuresPublishedCEN/TC 250EN 1996-3:2006/AC :2009 (WI=00250C57)Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structuresPublishedCEN/TC 250EN 1997-1:2004 (WI=00250094)Eurocode 7: Geotechnical design - Part 1: General rulesPublishedCEN/TC 250EN 1997-1:2004/A1:2013 (WI=00250179)Eurocode 7: Geotechnical design - Part 1: General rulesPublishedCEN/TC 250EN 1997-1:2004/AC :2009 (WI=00250C25)Eurocode 7: Geotechnical design - Part 1: General rulesPublishedCEN/TC 250EN 1997-2:2007 (WI=00250154)Eurocode 7 - Geotechnical design - Part 2: Ground investigation and testingPublishedCEN/TC 250EN 1997-2:2007/AC :2010 (WI=00250C65)Eurocode 7 - Geotechnical design - Part 2: Ground investigation and testingPublishedCEN/TC 250EN 1998-1:2004 (WI=00250104)Eurocode 8: Design of structures for earthquake resistance - Part 1:General rules, seismic actions and rules for buildingsPublishedCEN/TC 250EN 1998-1:2004/A1:2013 (WI=00250175)Eurocode 8: Design of structures for earthquake resistance - Part 1:General rules, seismic actions and rules for buildingsPublishedCEN/TC 250EN 1998-1:2004/AC :2009 (WI=00250C48)Eurocode 8: Design of structures for earthquake resistance - Part 1:General rules, seismic actions and rules for buildings.PublishedCEN/TC 250EN 1998-2:2005 (WI=00250113)Eurocode 8 - Design of structures for earthquake resistance - Part 2:BridgesPublishedCEN/TC 250EN 1998-2:2005/A1:2009 (WI=00250166)Eurocode 8: Design of structures for earthquake resistance - Part 2:BridgesPublishedCEN/TC 250EN 1998-2:2005/A2:2011 (WI=00250173)Eurocode 8: Design of structures for earthquake resistance - Part 2:BridgesPublishedCEN/TC 250EN 1998-2:2005/AC :2010 (WI=00250C61)Eurocode 8 - Design of structures for earthquake resistance - Part 2:BridgesPublishedCEN/TC 250EN 1998-3:2005 (WI=00250126)Eurocode 8: Design of structures for earthquake resistance - Part 3:Assessment and retrofitting of buildings PublishedCEN/TC 250EN 1998-3:2005/AC :2013 (WI=00250C73)Eurocode 8: Design of structures for earthquake resistance - Part 3:Assessment and retrofitting of buildingsPublishedCEN/TC 250EN 1998-4:2006 (WI=00250147)Eurocode 8 - Design of structures for earthquake resistance - Part 4: Silos,tanks and pipelinesPublishedCEN/TC 250EN 1998-5:2004 (WI=00250105)Eurocode 8: Design of structures for earthquake resistance Part 5:Foundations, retaining structures and geotechnical aspectsPublishedCEN/TC 250EN 1998-6:2005 (WI=00250127)Eurocode 8: Design of structures for earthquake resistance - Part 6:Towers, masts and chimneysPublishedCEN/TC 250EN 1999-1-1:2007 (WI=00250148)Eurocode 9: Design of aluminium structures - Part 1-1: General structural rulesPublishedCEN/TC 250EN 1999-1-1:2007/A1:2009 (WI=00250167)Eurocode 9: Design of aluminium structures - Part 1-1: General structural rulesPublishedCEN/TC 250EN 1999-1-1:2007/A2:2013 (WI=00250180)Eurocode 9: Design of aluminium structures - Part 1-1: General structural rulesPublishedCEN/TC 250EN 1999-1-2:2007 (WI=00250149)Eurocode 9 - Design of aluminium structures - Part 1-2: Structural fire designPublishedCEN/TC 250EN 1999-1-2:2007/AC :2009 (WI=00250C52)Eurocode 9 - Design of aluminium structures - Part 1-2: Structural fire designPublishedCEN/TC 250EN 1999-1-3:2007 (WI=00250155)Eurocode 9: Design of aluminium structures – Part 1-3: Structures susceptible to fatiguePublishedCEN/TC 250EN 1999-1-3:2007/A1:2011 (WI=00250171)Eurocode 9: Design of aluminium structures - Part 1-3: Structures susceptible to fatiguePublishedCEN/TC 250EN 1999-1-4:2007 (WI=00250156)Eurocode 9 - Design of aluminium structures - Part 1-4: Cold-formed structural sheetingPublishedCEN/TC 250EN 1999-1-4:2007/A1:2011 (WI=00250172)Eurocode 9: Design of aluminium structures - Part 1-4: Cold-formed structural sheetingPublishedCEN/TC 250EN 1999-1-4:2007/AC :2009 (WI=00250C53)Eurocode 9 - Design of aluminium structures - Part 1-4: Cold-formed structural sheetingPublishedCEN/TC 250EN 1999-1-5:2007 (WI=00250157)Eurocode 9 - Design of aluminium structures - Part 1-5: Shell structuresPublishedCEN/TC 250EN 1999-1-5:2007/AC :2009 (WI=00250C54)Eurocode 9 - Design of aluminium structures - Part 1-5: Shell structures PublishedShare Follow us Copyright © CEN 2015. 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