1、August 2013 Translation by DIN-Sprachendienst.English price group 99No 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).ICS
2、 91.010.30; 91.040.01!%)Gd“2063665www.din.deDThis corrigendum should be filed together withthe translation of the standard to which it refersand a corresponding note made on thetranslation.DIN EN 1991-4 Corrigendum 1Eurocode 1: Actions on structures Part 4: Silos and tanks;English version EN 1991-4:
3、2006,Corrigendum to DIN EN 1991-4:2010-12;English version EN 1991-4:2006/AC:2012,English translation of DIN EN 1991-4 Berichtigung 1:2013-08Eurocode 1: Einwirkungen auf Tragwerke Teil 4: Einwirkungen auf Silos und Flssigkeitsbehlter;Englische Fassung EN 1991-4:2006,Berichtigung zu DIN EN 1991-4:2010
4、-12;Englische Fassung EN 1991-4:2006/AC:2012,Englische bersetzung von DIN EN 1991-4 Berichtigung 1:2013-08Eurocode 1: Actions sur les structures Partie 4: Silos et rservoirs;Version anglaise EN 1991-4:2006,Corrigendum DIN EN 1991-4:2010-12;Version anglaise EN 1991-4:2006/AC:2012,Traduction anglaise
5、de DIN EN 1991-4 Berichtigung 1:2013-08www.beuth.deDocument comprises 4 pagesIn case of doubt, the German-language original shall be considered authoritative.09.13 DIN EN 1991-4 Cor. 1:2013-08 2 This Corrigendum is based on EN 1991-4:2006/AC:2012. In the English version of DIN EN 1991-4:2010-12 the
6、following corrections are to be made: Re Subclause 1.2 Replace the following reference: EN 1992-4 Eurocode 2: Design of concrete structures: Part 4: Liquid retaining and containment structures with the following one: EN 1992-3 Eurocode 2: Design of concrete structures: Part 3: Liquid retaining and c
7、ontainment structures Replace the following reference: EN 1993-1-6 Eurocode 3: Design of steel structures. General rules: Part 1.6: Supplementary rules for the strength and stability of shell structures with the following one: EN 1993-1-6 Eurocode 3: Design of steel structures. Part 1-6: Strength an
8、d Stability of Shell Structures Re Subclause 2.5 Replace Paragraph (3) with the following one: (3) A higher Action Assessment Class than that required in 2.5 (2), as described in 2.5 (5), Table 2.1, may always be adopted. Any part of the procedures for a higher Action Assessment Class may be adopted
9、 whenever it is appropriate. Re Subclause 5.2.1.1 In Figure 5.2, in Key 1, replace “z0” with “zo”. Re Subclause 5.2.2.2 In Paragraph (5), replace Formula (5.28) with: Cpe= 0,42 Cop1 + 2 E2 (1 e 1,5 (hc/dc) 1 ) (5.28) Re Subclause 5.2.2.3 In Paragraph (2), Figure 5.4, in Key 1, replace “z0” with “zo”
10、. Re Subclause 6.1.2 In Paragraph (7), in Formula (6.7), delete “.” before “” in the first bracket as follows: nhvftnhhhv1+=hxphxhxnhpDIN EN 1991-4 Cor. 1:2013-08 3 Re Subclause C.6.1 Replace the whole Figure C.1 with the following figure and text: Key 1 Smooth surfaces 2 Rough surfaces Figure C.1:
11、Device for the determination of Re Subclause C.7.3 Replace the whole Figure C.2 with the following figure and text: a) Cell for measuring wall friction b) Typical shear-displacement curves Key 1 Sample of silo wall surface 2 Shear force F 3 Shear cell displacement Figure C.2: Test method for determi
12、nation of wall friction coefficient DIN EN 1991-4 Cor. 1:2013-08 4 Re Subclause C.8.1.1 Replace the whole Figure C.3 with the following figure and text: a) Cell for measuring lateral pressure ratio b) Typical development of 2Key 1 Smooth surfaces 2 Rough surfaces Figure C.3: Test method for determining lateral pressure ratio KoRe Subclause C.9.1.3 In Paragraph (6), delete the bracket at the end of the last sentence as follows: Stresses determined from the two tests are named in Table C.1.
