Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions

TC - Modifications in the E mother reference version in "National annex for EN 1991-1-4", in Sections 1, 2, 6, 7 and 8, in Annexes A, C, D, E and F, and in the Bibliography.

Eurocode 1: Einwirkungen auf Tragwerke - Teil 1-4: Allgemeine Einwirkungen - Windlasten

Eurocode 1 : Actions sur les structures - Partie 1-4 : Actions générales - Actions du vent

Evrokod 1: Vplivi na konstrukcije - 1-4. del: Splošni vplivi - Obtežbe vetra

General Information

Status
Withdrawn
Publication Date
28-Jul-2009
Withdrawal Date
26-Jan-2010
Current Stage
9960 - Withdrawal effective - Withdrawal
Start Date
27-Jan-2010
Completion Date
27-Jan-2010

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Corrigendum
EN 1991-1-4:2005/AC:2009
English language
11 pages
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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 1: Vplivi na konstrukcije - 1-4. del: Splošni vplivi - Obtežbe vetraEurocode 1: Einwirkungen auf Tragwerke - Teil 1-4: Allgemeine Einwirkungen - WindlastenEurocode 1 : Actions sur les structures - Partie 1-4 : Actions générales - Actions du ventEurocode 1: Actions on structures - Part 1-4: General actions - Wind actions91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1991-1-4:2005/AC:2009SIST EN 1991-1-4:2005/AC:2009en01-november-2009SIST EN 1991-1-4:2005/AC:2009SLOVENSKI
STANDARD



SIST EN 1991-1-4:2005/AC:2009



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1991-1-4:2005/AC
July 2009
Juillet 2009
Juli 2009 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions
Eurocode 1 : Actions sur les structures - Partie 1-4 : Actions générales - Actions du vent
Eurocode 1: Einwirkungen auf Tragwerke -Teil 1-4: Allgemeine Einwirkungen - Windlasten This corrigendum becomes effective on 29 July 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 29 juillet 2009 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 29.Juli 2009 zur Einarbeitung in die drei offiziellen Sprachfassungen der EN in Kraft.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Tous droits d'exploitation sous quelque forme et de quelque manière que ce soit réservés dans le monde entier aux membres nationaux du CEN. Alle Rechte der Verwertung, gleich in welcher Form und in welchem Verfahren, sind weltweit den nationalen Mitgliedern von CEN vorbehalten. Ref. No.:EN 1991-1-4:2005/AC:2009 D/E/FSIST EN 1991-1-4:2005/AC:2009



EN 1991-1-4:2005/AC:2009 (E) 2 1) Modifications to "National annex for EN 1991-1-4" Page 7, delete the following: “1.1 (11) Note 1”. Page 8, replace: “8.4.2 (1) Notes 1 and 2” with: “8.4.2 (1)”. 2) Modifications to 1.1 Page 9, replace paragraph "(2)" with the following one: “(2) This Part is applicable to: • Buildings and civil engineering works with heights up to 200 m, see also (11). • Bridges having no span greater than 200 m, provided that they satisfy the criteria for dynamic response, see (12) and 8.2.”. Pages 9 and 10, replace paragraph “(11)”:
“(11) This part does not give guidance on the following aspects: − wind actions on lattice towers with non-parallel chords − wind actions on guyed masts and guyed chimneys − torsional vibrations, e.g. tall buildings with a central core − bridge deck vibrations from transverse wind turbulence
− cable supported bridges − vibrations where more than the fundamental mode needs to be considered NOTE 1 The National Annex may provide guidance on these aspects as non contradictory complementary information. NOTE 2 For wind actions on guyed masts, guyed chimneys and lattice towers with non-parallel chords, see EN 1993-3-1, Annex A.
NOTE 3 For wind actions on lighting columns, see EN 40.” with: “(11) Guyed masts and lattice towers are treated in EN 1993-3-1 and lighting columns in EN 40. SIST EN 1991-1-4:2005/AC:2009



EN 1991-1-4:2005/AC:2009 (E) 3 (12) This part does not give guidance on the following aspects: • torsional vibrations, e.g. tall buildings with a central core • bridge deck vibrations from transverse wind turbulence
• wind actions on cable supported bridges • vibrations where more than the fundamental mode needs to be considered.”. 3) Modifications to 1.7 Pages 11 and 12, paragraph “(2)”, “Latin upper case letters”, between the lines dedicated to “K” and “Kiv”, add the following line: “Ka aerodynamic damping parameter”. Page 12, paragraph “(2)”, “Latin lower case letters”, between the lines dedicated to “cp” and “cprob”, add the following lines: “cpe external pressure coefficient
cpi
internal pressure coefficient cp,net net pressure coefficient”. Page 13, paragraph “(2)”, “Latin lower case letters”, between the lines dedicated to “k” and “kp”, add the following lines: “kl turbulence factor”. Page 14, paragraph “(2)”, “Greek lower case letters”, definition of “δa”, replace “aerodynamic logarithmic decrement of damping” with “logarithmic decrement of aerodynamic damping”. Page 14, paragraph “(2)”, “Greek lower case letters”, definition of “δs”, replace “structural logarithmic decrement of damping” with “logarithmic decrement of structural damping”. 4) Modification to “Section 2” Page 16, paragraph “(2)”, replace the “NOTE”: “NOTE See also EN 1991-1-3, EN 1991-2 and ISO FDIS12494” with the following: “NOTE
See also EN 1991-1-3, EN 1991-2 and ISO 12494”. 5) Modification to 6.3.2 Page 30, paragraph “(1)”, 3rd line, replace “5.2” with “5
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