DIN EN 1993-2-2010 Eurocode 3 Design of steel structures - Part 2 Steel Bridges German version EN 1993-2 2006 + AC 2009《欧洲法规3 钢结构的设计 第2部分 钢桥 德文版本EN 1993-2-2006 + AC-2009》.pdf
《DIN EN 1993-2-2010 Eurocode 3 Design of steel structures - Part 2 Steel Bridges German version EN 1993-2 2006 + AC 2009《欧洲法规3 钢结构的设计 第2部分 钢桥 德文版本EN 1993-2-2006 + AC-2009》.pdf》由会员分享,可在线阅读,更多相关《DIN EN 1993-2-2010 Eurocode 3 Design of steel structures - Part 2 Steel Bridges German version EN 1993-2 2006 + AC 2009《欧洲法规3 钢结构的设计 第2部分 钢桥 德文版本EN 1993-2-2006 + AC-2009》.pdf(104页珍藏版)》请在麦多课文档分享上搜索。
1、December 2010 Translation by DIN-Sprachendienst.English price group 32No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).I
2、CS 91.010.30; 91.080.10; 93.040!$lsL“1738041www.din.deDDIN EN 1993-2Eurocode 3: Design of steel structures Part 2: Steel ridges(includes Corrigendum AC:2009)English translation of DIN EN 1993-2:2010-12Eurocode 3: Bemessung und Konstruktion von Stahlbauten Teil 2: Stahlbrcken(enthlt Berichtigung AC:2
3、009)Englische bersetzung von DIN EN 1993-2:2010-12Eurocode 3: Calcul des structures en acier Partie 2: Ponts mtalliques(Corrigendum AC:2009 inclus)Traduction anglaise de DIN EN 1993-2:2010-12SupersedesDIN EN 1993-2:2007-02 andDIN EN 1993-2 www.beuth.deDocument comprises 104 pagesIn case of doubt, th
4、e German-language original shall be considered authoritative.Corrigendum 1:2009-12b03.11 DIN EN 1993-2:2010-12 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes” (Secretariat: BSI, United Kingdom). The r
5、esponsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-08-23 AA Stahlbrcken. EN 1993-2 was approved by CEN on 9 January 2006. This European Standard is part of a series of standards dealing wi
6、th structural design (Eurocodes) which are intended to be used as a “package”. In Guidance Paper L on the application and use of Eurocodes, issued by the EU Commission, reference is made to transitional periods for the introduction of the Eurocodes in the Member states. The transitional periods are
7、given in the Foreword of this standard. In Germany, this standard is to be applied in conjunction with the National Annex. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. DIN and/or DKE shall not be held responsible for identifyin
8、g any or all such patent rights. The start and finish of text introduced or altered by amendment is indicated in the text by tags . Amendments This standard differs from DIN V ENV 1993-2:2001-02 as follows: a) the comments received from the national member bodies of CEN have been incorporated; b) th
9、e prestandard status has been changed to that of a full standard; c) the standard has been completely revised. Compared with DIN EN 1993-2:2007-02 and DIN EN 1993-2 Corrigendum 1:2009-12, the following corrections have been made: a) this standard is the consolidated version of the previous 2006 edit
10、ion with Corrigendum AC:2009; b) the standard has been editorially revised. Previous editions DIN V ENV 1993-2: 2001-02 DIN EN 1993-2: 2007-02 DIN EN 1993-2 Corrigendum 1: 2009-12 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1993-2 October 2006 + AC July 2009 ICS 91.010.30; 91.080.10; 93.040
11、 Supersedes ENV 1993-2:1997English version Eurocode 3: Design of steel structures Part 2: Steel bridges Eurocode 3: Calcul des structures en acier Partie 2: Ponts mtalliques Eurocode 3: Bemessung und Konstruktion von Stahlbauten Teil 2: Stahlbrcken EN 1993-2:2006 was approved by CEN on 2006-01-09 an
12、d Amendment AC:2009 on 2009-07-22. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nati
13、onal standards may be obtained on application to the Management Centre or to any CEN member. The European Standards exist in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notif
14、ied to the Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg
15、, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of
16、exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1993-2:2006 + AC:2009 E2 EN 1993-2:2006 + AC:2009 (E) DIN EN 1993-2:2010-12 Contents Page Foreword 4 1 General . 9 1.1 Scope 9 1.2 Normative references 9 1.3 Assumptions 10 1.4 Distinction between prin
17、ciples and application rules 10 1.5 Terms and definitions 10 1.6 Symbols 11 1.7 Conventions for member axes 11 2 Basis of design 11 2.1 Requirements 11 2.2 Principles of limit state design 12 2.3 Basic variables 13 2.4 Verification by the partial factor method 13 2.5 Design assisted by testing 13 3
18、Materials. 13 3.1 General 13 3.2 Structural steel 13 3.3 Connecting devices 15 3.4 Cables and other tension elements 16 3.5 Bearings 16 3.6 Other bridge components 16 4 Durability . 17 5 Structural analysis. 18 5.1 Structural modelling for analysis 18 5.2 Global analysis 18 5.3 Imperfections 19 5.4
19、Methods of analysis considering material non-linearities 19 5.5 Classification of cross sections 19 6 Ultimate limit states. 20 6.1 General 20 6.2 Resistance of cross sections 20 6.3 Buckling resistance of members 23 6.4 Built-up compression members 27 6.5 Buckling of plates 27 7 Serviceability limi
20、t states 28 7.1 General 28 7.2 Calculation models 28 7.3 Limitations for stress 29 7.4 Limitation of web breathing 29 7.5 Limits for clearance gauges 30 7.6 Limits for visual impression 30 7.7 Performance criteria for railway bridges 30 7.8 Performance criteria for road bridges 30 7.9 Performance cr
21、iteria for pedestrian bridges 31 7.10 Performance criteria for the effect of wind 31 7.11 Accessibility of joint details and surfaces 31 7.12 Drainage 31 3 8 Fasteners, welds, connections and joints . 32 8.1 Connections made of bolts, rivets and pins 32 8.2 Welded connections 34 9 Fatigue assessment
22、. 36 9.1 General 36 9.2 Fatigue loading 37 9.3 Partial factors for fatigue verifications 37 9.4 Fatigue stress range 38 9.5 Fatigue assessment procedures 40 9.6 Fatigue strength 47 9.7 Post weld treatment 48 10 Design assisted by testing 48 10.1 General 48 10.2 Types of tests 48 10.3 Verification of
23、 aerodynamic effects on bridges by testing 48 Annex A informative Technical specifications for bearings 50 A.1 Scope 50 A.2 Symbols 51 A.3 General 51 A.4 Preparation of the bearing schedule 54 A.5 Supplementary rules for particular types of bearings 64 Annex B informative Technical specifications fo
24、r expansion joints for road bridges. 66 B.1 Scope 66 B.2 Technical specifications 67 B.3 Imposed loads, displacements and rotations from bridge movements 69 Annex C informative Recommendations for the structural detailing of steel bridge decks . 70 C.1 Highway bridges 70 C.2 Railway bridges 80 C.3 T
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