DIN EN 1991-1-7-2010 en 3921 Eurocode 1 Actions on structures - Part 1-7 General actions - Accidental actions German version EN 1991-1-7 2006 + AC 2010《欧洲法规1 结构作用 第1-7部分 一般作用 偶然作用 .pdf
《DIN EN 1991-1-7-2010 en 3921 Eurocode 1 Actions on structures - Part 1-7 General actions - Accidental actions German version EN 1991-1-7 2006 + AC 2010《欧洲法规1 结构作用 第1-7部分 一般作用 偶然作用 .pdf》由会员分享,可在线阅读,更多相关《DIN EN 1991-1-7-2010 en 3921 Eurocode 1 Actions on structures - Part 1-7 General actions - Accidental actions German version EN 1991-1-7 2006 + AC 2010《欧洲法规1 结构作用 第1-7部分 一般作用 偶然作用 .pdf(68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 23No 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!$lnO“1737544www.din.deDDIN EN 1991-1-7Eurocode 1: Actions on structures Part 1-7: General actions Accidental actions(includes Corrigendum AC:2010)English translation of DIN EN 1991-1-7:2010-12Eurocode 1: Einwirkungen auf Tragwerke Teil 1-7: Allgemeine Einwirkungen Auergewhnliche Einwirk
3、ungen(enthlt Berichtigung AC:2010)Englische bersetzung von DIN EN 1991-1-7:2010-12Eurocode 1: Actions sur les structures Partie 1-7: Actions gnrales Actions accidentelles(Corrigendum AC:2010 inclus)Traduction anglaise de DIN EN 1991-1-7:2010-12SupersedesDIN EN 1991-1-7:2007-02;together with supersed
4、esDIN 1055-9:2003-08www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.86DIN EN 1991-1-7/NA:2010-12,04.11 DIN EN 1991-1-7:2010-12 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical
5、Committee CEN/TC 250 “Structural Eurocodes” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-51-02 AA Einwirkungen auf Bauten (Sp CEN/TC 250/SC 1
6、). This document includes Corrigendum EN 1991-1-7:2006/AC:2010, approved by CEN on 17 February 2010. This European Standard is part of a series of standards dealing with structural design (Eurocodes) which are intended to be used as a package. In Guidance Paper L on the application and use of Euroco
7、des, issued by the EU Commission, reference is made to compulsory transitional periods for the introduction of the Eurocodes in the member states. The transitional periods are given in the Foreword of this standard. In Germany, this standard is to be applied in conjunction with the National Annex. A
8、ttention 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 identifying any or all such patent rights. The start and finish of text introduced or altered by amendment is indicated in the text by
9、 tags . Amendments This standard differs from DIN V ENV 1991-2-7:2000-07 as follows: a) the number of the standard has been changed to DIN EN 1991-1-7; b) the prestandard status has been changed to that of a full standard; c) the comments received from the national standards bodies have been taken i
10、nto account and the text of the standard has been completely revised. Compared with DIN EN 1991-1-7:2007-02 and DIN 1055-9:2003-08, the following corrections have been made: a) the standard has been based on European design rules; b) superseding notes have been corrected; c) this standard is the con
11、solidated version of the previous 2006 edition with Corrigendum AC:2010; d) the standard has been editorially revised. Previous editions DIN 1055-9: 2003-08 DIN V ENV 1991-2-7: 2000-07 DIN EN 1991-1-7: 2007-02 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1991-1-7 July 2006 + AC February 2010
12、 ICS 91.010.30 Supersedes ENV 1991-2-7:1998English version Eurocode 1: Actions on structures Part 1-7: General actions Accidental actions Eurocode 1: Actions sur les structures Partie 1-7: Actions gnrales Actions accidentelles Eurocode 1: Einwirkungen auf Tragwerke Teil 1-7: Allgemeine Einwirkungen
13、Auergewhnliche Einwirkungen EN 1991-1-7:2002 was approved by CEN on 2006-01-09 and Corrigendum AC:2010 on 2010-02-17. 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 a
14、ny alteration. Up-to-date lists and bibliographical references concerning such national 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 t
15、ranslation under the responsibility of a CEN member into its own language and notified 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, Franc
16、e, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR N
17、ORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1991-1-7:2006 + AC:2010 EContents Page FOREWORD .4 BACKGROUND OF THE EUROCODE PROGRAMME4 STATUS AND FIELD OF APPLICATI
18、ON OF EUROCODES.5 NATIONAL STANDARDS IMPLEMENTING EUROCODES5 LINKS BETWEEN EUROCODES AND HARMONISED TECHNICAL SPECIFICATIONS (ENS AND ETAS) FOR PRODUCTS.6 ADDITIONAL INFORMATION SPECIFIC TO EN 1991-1-7 6 NATIONAL ANNEX .6 SECTION 1 GENERAL.9 1.1 SCOPE 9 1.2 NORMATIVE REFERENCES 9 1.3 ASSUMPTIONS10 1
19、.4 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES .10 1.5 TERMS AND DEFINITIONS .10 1.6 SYMBOLS .12 SECTION 2 CLASSIFICATION OF ACTIONS.14 SECTION 3 DESIGN SITUATIONS15 3.1 GENERAL .15 3.2 ACCIDENTAL DESIGN SITUATIONS - STRATEGIES FOR IDENTIFIED ACCIDENTAL ACTIONS 16 3.3 ACCIDENTAL DESIGN SITU
20、ATIONS STRATEGIES FOR LIMITING THE EXTENT OF LOCALISED FAILURE.17 3.4 ACCIDENTAL DESIGN SITUATIONS USE OF CONSEQUENCE CLASSES 17 SECTION 4 IMPACT 19 4.1 FIELD OF APPLICATION.19 4.2 REPRESENTATION OF ACTIONS.19 4.3 ACCIDENTAL ACTIONS CAUSED BY ROAD VEHICLES 20 4.3.1 Impact on supporting substructures
21、20 4.3.2 Impact on superstructures.22 4.4 ACCIDENTAL ACTIONS CAUSED BY FORK LIFT TRUCKS 24 4.5 ACCIDENTAL ACTIONS CAUSED BY DERAILED RAIL TRAFFIC UNDER OR ADJACENT TO STRUCTURES .25 4.5.1 Structures spanning across or alongside operational railway lines .25 4.5.2 Structures located in areas beyond t
22、rack ends27 4.6 ACCIDENTAL ACTIONS CAUSED BY SHIP TRAFFIC.27 4.6.1 General .27 4.6.2 Impact from river and canal traffic.28 4.6.3 Impact from seagoing vessels29 4.7 ACCIDENTAL ACTIONS CAUSED BY HELICOPTERS 30 SECTION 5 INTERNAL EXPLOSIONS.31 5.1 FIELD OF APPLICATION.31 5.2 REPRESENTATION OF ACTION.3
23、1 5.3 PRINCIPLES FOR DESIGN.32 ANNEX A (INFORMATIVE) DESIGN FOR CONSEQUENCES OF LOCALISED FAILURE IN BUILDINGS FROM AN UNSPECIFIED CAUSE.33 A.1 SCOPE AND FIELD OF APPLICATION .33 A.2 INTRODUCTION .33 A.3 CONSEQUENCES CLASSES OF BUILDINGS 33 A.4 RECOMMENDED STRATEGIES34 A.5 EFFECTIVE HORIZONTAL TIES3
24、6 DIN EN 1991-1-7:2010-12 EN 1991-1-7:2006 + AC:2010 (E) 2 A.5.1 Framed structures.36 A.5.2 Load-bearing wall construction37 A.6 EFFECTIVE VERTICAL TIES 39 A.7 NOMINAL SECTION OF LOAD-BEARING WALL 39 A.8 KEY ELEMENTS .39 ANNEX B (INFORMATIVE) INFORMATION ON RISK ASSESSMENT .40 B.1 INTRODUCTION40 B.2
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