EN 1998-3:2005/AC:2010
(Corrigendum)Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings
Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings
TC - Modifications on the English mother reference version regarding the "National annex for EN 1998-3", Clauses 2 and 4 and Annexes A, B and C.
2013: Originator of XML version: first setup pilot of CCMC in 2012
Eurocode 8: Auslegung von Bauwerken gegen Erdbeben - Teil 3: Beurteilung und Ertüchtigung von Gebäuden
Eurocode 8: Calcul des structures pour leur résistance aux séismes - Partie 3: Evaluation et renforcement des bâtiments
Evrokod 8: Projektiranje potresnoodpornih konstrukcij - 3. del: Ocena in prenova stavb
Vodila za oceno potresnega delovanja obstoječih zgradb, izbor korektivnih ukrepov in načrtovanje ukrepov za popravilo in/ali ojačitev z dodatnimi premisleki za spomenike in zgodovinske stavbe.
General Information
- Status
- Withdrawn
- Publication Date
- 09-Mar-2010
- Withdrawal Date
- 06-Aug-2013
- Technical Committee
- CEN/TC 250 - Structural Eurocodes
- Drafting Committee
- CEN/TC 250/SC 8 - Eurocode 8: Earthquake resistance design of structures
- Current Stage
- 9960 - Withdrawal effective - Withdrawal
- Start Date
- 07-Aug-2013
- Completion Date
- 07-Aug-2013
- Directive
- 89/106/EEC - Construction products
Relations
- Effective Date
- 23-Sep-2025
- Effective Date
- 14-Aug-2013
- Effective Date
- 12-Dec-2009
Frequently Asked Questions
EN 1998-3:2005/AC:2010 is a corrigendum published by the European Committee for Standardization (CEN). Its full title is "Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings". This standard covers: TC - Modifications on the English mother reference version regarding the "National annex for EN 1998-3", Clauses 2 and 4 and Annexes A, B and C. 2013: Originator of XML version: first setup pilot of CCMC in 2012
TC - Modifications on the English mother reference version regarding the "National annex for EN 1998-3", Clauses 2 and 4 and Annexes A, B and C. 2013: Originator of XML version: first setup pilot of CCMC in 2012
EN 1998-3:2005/AC:2010 is classified under the following ICS (International Classification for Standards) categories: 91.120.25 - Seismic and vibration protection. The ICS classification helps identify the subject area and facilitates finding related standards.
EN 1998-3:2005/AC:2010 has the following relationships with other standards: It is inter standard links to EN 1998-3:2025, EN 1998-3:2005/AC:2013, EN 1998-3:2005. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
EN 1998-3:2005/AC:2010 is associated with the following European legislation: EU Directives/Regulations: 305/2011, 89/106/EEC; Standardization Mandates: M/265, M/BC/CEN/89/11. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 8: Projektiranje potresnoodpornih konstrukcij - 3. del: Ocena in prenova stavbEurocode 8: Auslegung von Bauwerken gegen Erdbeben - Teil 3: Beurteilung und Ertüchtigung von GebäudenEurocode 8: Calcul des structures pour leur résistance aux séismes - Partie 3: Evaluation et renforcement des bâtimentsEurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings91.120.25YLEUDFLMDPLSeismic and vibration protection91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1998-3:2005/AC:2010SIST EN 1998-3:2005/AC:2010en,fr,de01-julij-2010SIST EN 1998-3:2005/AC:2010SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1998-3:2005/AC
March 2010
Mars 2010
März 2010 ICS 91.120.25 English version Version Française Deutsche Fassung
Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings
Eurocode 8: Calcul des structures pour leur résistance aux séismes - Partie 3: Evaluation et renforcement des bâtiments Eurocode 8: Auslegung von Bauwerken gegen Erdbeben - Teil 3: Beurteilung und Ertüchtigung von Gebäuden This corrigendum becomes effective on 10 March 2010 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 10 mars 2010 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 10.März 2010 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 © 2010 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 1998-3:2005/AC:2010 D/E/FSIST EN 1998-3:2005/AC:2010
and by max and min" with "of a braced frame, etc.) and by max and min". 4) Modification to 4.6 Paragraph (1)P, Table 4.3, 3rd row ("Type of element or mechanism (e/m)/Ductile"), 6th column ("Nonlinear Model/Capacity"), replace "In terms of strength. Use mean values of properties divided by CF and by partial factor." with "In terms of deformation. Use mean values of properties divided by CF.". 5) Modifications to A.3.2.2 Paragraph (1), replace: ")25,1(25);01,0(max)';01,0(max)3,0(016,01dcywsx10035,0V225,0celumραρνωωγθ⋅=ffhLf (A.1)" with: ")25,1(25;9min);01,0(max)';01,0(max)3,0(016,01dcywsx10035,0V225,0celumραρνωωγθ⋅=ffhLf (A.1)". Paragraph (1), 2nd paragraph before paragraph (2), replace "expression (A.1) is divided by 1,6." with "expression (A.1) is multiplied by 0,58.". Paragraph (2), replace: SIST EN 1998-3:2005/AC:2010
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The standard EN 1998-3:2005/AC:2010, titled "Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings," addresses critical aspects of earthquake-resistant design and the evaluation of existing buildings. This standard holds significant relevance in the field of civil engineering and structural design, particularly for regions prone to seismic activity. The scope of the standard focuses on the assessment and retrofitting of buildings, ensuring they are capable of withstanding seismic events. It incorporates essential modifications to the English mother reference version, specifically within the "National annex for EN 1998-3," including clauses 2 and 4, as well as Annexes A, B, and C. This comprehensive approach illustrates the standard's intent to adapt and guide the design and reinforcement of buildings to improve safety and structural performance in seismic conditions. One of the primary strengths of the EN 1998-3 standard lies in its systematic methodology for assessing existing structures. It provides detailed guidelines on evaluating the seismic vulnerability of buildings, which is paramount for ensuring public safety. The criteria laid out in clauses 2 and 4 provide a robust framework for engineers to perform reliable assessments. The inclusion of annexes A, B, and C further adds depth by offering additional tools and recommendations that facilitate the retrofitting process, making the standard practical and applicable in real-world scenarios. Furthermore, the standard's alignment with the principles of Eurocode ensures that it is part of a cohesive set of guidelines that promotes a consistent approach to earthquake resistance across Europe. This harmonization enhances collaboration among engineering professionals and ensures that best practices are followed. In conclusion, the EN 1998-3:2005/AC:2010 standard is a vital document for professionals involved in the design and assessment of structures in seismic regions. Its clear scope, systematic approach, and comprehensive details make it an invaluable resource in enhancing the earthquake resilience of buildings. The incorporation of the latest modifications and the focus on both assessment and retrofitting truly reinforce its relevance in the ongoing efforts to mitigate earthquake risks in structural engineering.
표준 EN 1998-3:2005/AC:2010은 재해 저항을 위한 구조 설계의 중요한 기준으로, 특히 지진 저항 건축물의 평가 및 보강에 대한 내용을 다룹니다. 이 문서의 범위는 기존의 영문 참조 버전에서 "EN 1998-3의 국가 부록"에 대한 수정 사항을 제시하며, 주로 조항 2, 4와 부록 A, B, C에 초점을 맞추고 있습니다. 이 표준의 강점 중 하나는 건축물의 지진 저항성 향상을 위한 체계적이고 포괄적인 지침을 제공한다는 점입니다. 지진 발생 시 구조물의 안전성을 보장하는 것은 인명 피해를 줄이고 재산 피해를 최소화하는 데 필수적입니다. EN 1998-3은 이러한 필요성을 충족시키기 위해 개발되었으며, 직접적인 평가와 보강 방법을 통해 현장 적용 가능성이 높습니다. 또한, 이 표준은 유럽의 다양한 건축 규제를 고려하여 설계되었기 때문에 여러 국가에서 널리 사용될 수 있는 기반을 마련하고 있습니다. 특히, TC에서 이루어진 수정 사항들은 특정 지역의 건축 관행과 조건에 부합하도록 조정되어, 국가별 특성을 반영하고 있습니다. 이는 건축가와 엔지니어들이 자신의 프로젝트에 맞는 최적의 설계를 진행할 수 있도록 돕습니다. 결론적으로, EN 1998-3:2005/AC:2010은 지진 저항을 위한 구조 설계의 필수적인 지침을 제시하며, 효과적인 건물 평가 및 보강을 위한 신뢰할 수 있는 기준입니다. 이러한 표준은 건축물의 내구성을 높이고, 특정 상황에 맞는 수정 사항을 포함함으로써 실제 응용 가능성을 높여줍니다.
Die Norm EN 1998-3:2005/AC:2010, auch bekannt als Eurocode 8, bietet eine umfassende Grundlage für das Design von Bauwerken in erdbebengefährdeten Gebieten. Der besondere Schwerpunkt dieser Norm liegt auf der Bewertung und Nachrüstung von Gebäuden, was sie zu einem unverzichtbaren Dokument für Ingenieure und Architekten macht, die sich mit der Sicherheit und Stabilität von Bauwerken in seismischen Regionen befassen. Ein wesentlicher Vorteil der Norm ist die hohe Relevanz in der praktischen Anwendung. Die Vorschriften in den Abschnitten 2 und 4 sowie die Anhänge A, B und C sind speziell darauf ausgerichtet, die technischen Anforderungen an die Erdbebensicherheit zu definieren und damit die Widerstandsfähigkeit von Strukturen zu erhöhen. Diese Punkte sind entscheidend, da sie den Planern Werkzeuge an die Hand geben, um bestehende Gebäude zu beurteilen und sie nach den neuesten Sicherheitsstandards zu retrofitting. Durch die klare Struktur und die detaillierten Anleitungen trägt die Norm dazu bei, das Risiko von erdbebebedingten Schäden signifikant zu minimieren. Ein weiterer bedeutender Aspekt ist die Harmonisierung mit anderen europäischen Normen. Die EN 1998-3 stellt sicher, dass nationale Anhänge, wie der nationale Anhang für EN 1998-3, gut integriert sind, was eine einheitliche Anwendung der Vorschriften in verschiedenen Mitgliedstaaten erleichtert. Dieses Maß an Standardisierung fördert nicht nur die Sicherheit, sondern unterstützt auch die marktorientierte Zusammenarbeit in der Bauindustrie. Die Einführung der XML-Version als Teil eines Pilotprojekts im Jahr 2012 zeigt zudem das Engagement für innovative Lösungen in der Normung. Dies ermöglicht eine bessere Zugänglichkeit und Nutzung der Norm und verstärkt die Effizienz in der Planung und Durchführung von Bauprojekten. Insgesamt spiegelt die Norm EN 1998-3:2005/AC:2010 die notwendig gewordene Antwort auf die Herausforderungen in der Erdbebensicherheit wider und bietet sowohl eine zuverlässige Basis für Ingenieure als auch ein wertvolles Instrument zur Verbesserung der strukturellen Integrität von Gebäuden.
La norme SIST EN 1998-3:2005/AC:2010, intitulée "Eurocode 8 : Conception des structures pour la résistance aux tremblements de terre - Partie 3 : Évaluation et renforcement des bâtiments", propose un cadre essentiel pour garantir la sécurité sismique des bâtiments. Son champ d'application se concentre sur les modifications apportées à la version de référence anglaise, spécifiquement en ce qui concerne l'annexe nationale pour EN 1998-3, ainsi que les clauses 2 et 4, et les annexes A, B et C. Parmi ses points forts, la norme accorde une importance capitale à l'évaluation des structures existantes, fournissant des lignes directrices précises pour le diagnostic et le renforcement des bâtiments face aux risques sismiques. Cela permet aux ingénieurs et aux architectes de mieux préparer les infrastructures aux événements sismiques, réduisant ainsi les risques pour la vie humaine et les biens. La norme s'appuie également sur des données techniques robustes et des recherches récentes, assurant ainsi sa pertinence dans le contexte des évolutions des connaissances en ingénierie séismique. En outre, l'intégration de clauses spécifiques et d'annexes permet une application adaptée aux réglementations nationales tout en maintenant une cohérence avec les standards européens. Cela en fait un outil essentiel pour les professionnels du bâtiment, qui peuvent facilement le référencer dans leur pratique quotidienne. La norme SIST EN 1998-3:2005/AC:2010 joue donc un rôle crucial dans l'amélioration de la résilience des constructions face aux tremblements de terre, renforçant ainsi la sécurité des populations et la durabilité des infrastructures.
EN 1998-3:2005/AC:2010は、地震に対する構造物の設計に関する重要な標準であり、特に建物の評価と補強に焦点を当てています。この標準は、構造物が地震の影響を受けたときにどのように機能し、専門家がどのように適切な補強を施すべきかに関する明確な指針を提供しています。 この標準の主な強みは、包括的なアプローチにあります。EN 1998-3は、建物の評価と補強に関する詳細な条件を定めており、設計者にとって非常に有用な情報源です。また、国別の附則に関する修正を含むことで、各国の特定のニーズや法律に適した設計基準を満たすように工夫されています。これにより、各国の市場に対応した環境での適用性が高まっています。 さらに、標準の範囲は、物理的な設計においても、長期的な耐震性を考慮した評価や補強技術の導入を促進します。このように、EN 1998-3は、建物の耐震性能を向上させるための実践的な手引きとして極めて重要であり、現代の建築基準において必要不可欠な役割を果たしています。 本標準は、その重要性や信頼性だけでなく、持続可能な都市開発に向けた取り組みにも寄与します。地震リスクを軽減し、地域住民の安全を確保するために、EN 1998-3に基づく設計や補強が推奨され、現場での実践にも大いに関連性を持っています。また、XML版の設定が実施され、他の文書との連携性も強化されている点も評価されるべきです。このように、EN 1998-3:2005/AC:2010は、専門家が地震に対して安全で効果的な建物設計を行うための強力なツールとなっています。
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