SIST EN 1998-1:2005/AC:2009

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 8 - Projektiranje potresnoodpornih konstrukcij - 1. del: Splošna pravila, potresni vplivi in pravila za stavbeEurocode 8: Auslegung von Bauwerken gegen Erdbeben - Teil 1: Grundlagen, Erdbebeneinwirkungen und Regeln für HochbautenEurocode 8: Calcul des structures pour leur résistance aux séismes - Partie 1: Règles générales, actions sismiques et règles pour les bâtimentsEurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings91.120.25YLEUDFLMDPLSeismic and vibration protection91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1998-1:2004/AC:2009SIST EN 1998-1:2005/AC:2009en01-oktober-2009SIST EN 1998-1:2005/AC:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1998-1:2004/AC
July 2009
Juillet 2009
Juli 2009 ICS 91.120.25 English version Version Française Deutsche Fassung
Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings.
Eurocode 8: Calcul des structures pour leur résistance aux séismes - Partie 1: Règles générales, actions sismiques et règles pour les bâtiments
Eurocode 8: Auslegung von Bauwerken gegen Erdbeben - Teil 1: Grundlagen, Erdbebeneinwirkungen und Regeln für Hochbauten This corrigendum becomes effective on 8 July 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 8 juillet 2009 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 8.Juli 2009 zur Einarbeitung in die drei offiziellen Sprachfassungen der EN in Kraft.
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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 1998-1:2004/AC:2009 D/E/FSIST EN 1998-1:2005/AC:2009

Execution of steel structures – Part 1: General rules and rules for buildings;" with: "EN 1090-2
Execution of steel structures and aluminium structures – Part 2: Technical requirements for steel structures;". SIST EN 1998-1:2005/AC:2009

Eurocode 3: Design of steel structures – Part 1-8: Design of joints; EN 1993-1-10
Eurocode 3: Design of steel structures – Part 1-10: Material toughness and through-thickness properties;". 5) Modifications to 1.5.2 Title, replace: "1.5.2
Further terms used in EN 1998" with: "1.5.2
Further terms used in EN 1998-1". Paragraph "(1)", replace "EN 1998" with "EN 1998-1". Paragraph "(1)", definition of the term "capacity design method", replace "capacity design method" with "capacity design". 6) Modification to 1.6.2 Definition of "Sd(T)", replace: "Sd(T)
design spectrum (for elastic analysis). At T=0, the spectral acceleration… by the soil factor S" with:
"Sd(T)
design spectrum (for elastic analysis)". 7) Modification to 1.6.5 Definition of "fy,max", replace:
"fy,max
maximum permissible yield stress of steel" with: "fy,max
upper value of the yield strength of steel". 8) Modifications to 1.6.8 Definition of "fb,min", replace: "fb,min
normalised compressive strength of masonry normal to the bed face" with: "fb,min
normalised compressive strength of masonry units normal to the bed face". Definition of "fbh,min", replace: "fbh,min
normalised compressive strength of masonry parallel to the bed face in the plane of the wall" with: SIST EN 1998-1:2005/AC:2009

normalised compressive strength of masonry units parallel to the bed face in the plane of the wall". 9) Modifications to 1.7 Paragraph "(2)", 3rd line, replace "t/m3" with "tonne/m3". Paragraph "(2)", 4th line, replace "t" with "tonne". 10) Modification to 2.2.2 Paragraph "(2)", "NOTE", 3rd line, replace "unfavourable limiting condition shall be applied" with "unfavourable limiting condition should be applied". 11) Modification to 3.2.3.1.3 Paragraph "(1)P", replace "through a physical simulation" with "through a numerical simulation". 12) Modifications to 4.3.3.2.2 Paragraph "(2)", 1st line, replace "For the determination of the fundamental period of vibration period T1
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