SIST EN 1998-2:2006/AC:2010
(Corrigendum)Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges
Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges
(1) The scope of Eurocode 8 is defined in EN 1998-1:2004, 1.1.1 and the scope of this Standard is defined in 1.1.1. Additional parts of Eurocode 8 are indicated in EN 1998-1:2004, 1.1.3.
(2) Within the framework of the scope set forth in EN 1998-1:2004, this part of the Standard contains the particular Performance Requirements, Compliance Criteria and Application Rules applicable to the design of earthquake resistant bridges.
(3) This Part primarily covers the seismic design of bridges in which the horizontal seismic actions are mainly resisted through bending of the piers or at the abutments; i.e. of bridges composed of vertical or nearly vertical pier systems supporting the traffic deck superstructure. It is also applicable to the seismic design of cable-stayed and arched bridges, although its provisions should not be considered as fully covering these cases.
(4) Suspension bridges, timber and masonry bridges, moveable bridges and floating bridges are not included in the scope of this Part.
(5) This Part contains only those provisions that, in addition to other relevant Eurocodes or relevant Parts of EN 1998, should be observed for the design of bridges in seismic regions. In cases of low seismicity, simplified design criteria may be established (see 2.3.7(1)).
(6) The following topics are dealt with in the text of this Part: Basic requirements and Compliance Criteria, Seismic Action, Analysis, Strength Verification, Detailing.
This Part also includes a special section on seismic isolation with provisions covering the application of this method of seismic protection to bridges.
(7) Annex G contains rules for the calculation of capacity design effects.
(8) Annex J contains rules regarding the variation of design properties of seismic isolator units and how such variation may be taken into account in design.
Eurocode 8 - Auslegung von Bauwerken gegen Erdbeben - Teil 2: Brücken
Eurocode 8 - Calcul des structures pour leur résistance aux séismes - Partie 2: Ponts
Evrokod 8 - Projektiranje konstrukcij na potresnih območjih - 2. del: Mostovi
EN 1991-2 opredeljuje zunanje obtežbe (modele in značilne vrednosti), povezane s cestnim prometom, vplive pešcev in železniškega prometa, ki po potrebi vključujejo dinamične učinke in centrifugalne, zaviralne in pospeševalne vplive ter vplive nezgod. Zunanji vplivi, opredeljeni v EN 1991-2, so namenjeni uporabi za načrtovanje novih mostov, vključno s podmostniki, oporniki, pokončnimi zidovi, poševnimi krilnimi zidovi in bočnimi zidovi itd., in njihovih temeljev. Modele obtežbe in vrednosti, podane v EN 1991-2, je treba uporabljati pri načrtovanju opornih zidov ob cestah in železniških progah. EN 1991-2 je namenjen uporabi v povezavi z EN 1990 (zlasti A2) in od EN 1991 do EN 1999. Razdelek 1 podaja definicije in simbole. Razdelek 2 opredeljuje načela obremenitev za cestne mostove, mostove za pešce ali kolesarje in železniške mostove. Razdelek 3 obravnava projektne situacije ter podaja navodila glede istočasnosti modelov prometne obtežbe in glede kombinacij z neprometnimi vplivi. Razdelek 4 opredeljuje: - zunanje obtežbe (modele in značilne vrednosti) zaradi prometnih vplivov na cestne mostove in njihove pogoje vzajemne kombinacije, in kombinacije s prometom pešcev in kolesarjev (glej razdelek 5) ; - druge vplive, posebej za načrtovanje cestnih mostov. Razdelek 5 opredeljuje: - zunanje obtežbe (modele in značilne vrednosti) na poteh za pešce, kolesarje; in na mostovih za pešce; - druge vplive, posebej za načrtovanje mostov za pešce. Razdelka 4 in 5 tudi opredeljujeta obtežbe, ki se prenašajo na konstrukcijo s sistemov za zadrževanje vozil in/ali ograj za pešce. Razdelek 6 opredeljuje: - zunanje vplive zaradi železniškega prometa na mostove; - druge vplive, posebej za načrtovanje železniških mostov in sosednjih konstrukcij.
General Information
- Status
- Published
- Publication Date
- 17-Mar-2010
- Technical Committee
- KON - Structures
- Current Stage
- 6060 - National Implementation/Publication (Adopted Project)
- Start Date
- 22-Feb-2010
- Due Date
- 29-Apr-2010
- Completion Date
- 18-Mar-2010
- Directive
- 89/106/EEC - Construction products
Relations
- Effective Date
- 12-Mar-2025
- Corrects
SIST EN 1998-2:2006 - Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges - Effective Date
- 01-Apr-2010
Frequently Asked Questions
SIST EN 1998-2:2006/AC:2010 is a corrigendum published by the Slovenian Institute for Standardization (SIST). Its full title is "Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges". This standard covers: (1) The scope of Eurocode 8 is defined in EN 1998-1:2004, 1.1.1 and the scope of this Standard is defined in 1.1.1. Additional parts of Eurocode 8 are indicated in EN 1998-1:2004, 1.1.3. (2) Within the framework of the scope set forth in EN 1998-1:2004, this part of the Standard contains the particular Performance Requirements, Compliance Criteria and Application Rules applicable to the design of earthquake resistant bridges. (3) This Part primarily covers the seismic design of bridges in which the horizontal seismic actions are mainly resisted through bending of the piers or at the abutments; i.e. of bridges composed of vertical or nearly vertical pier systems supporting the traffic deck superstructure. It is also applicable to the seismic design of cable-stayed and arched bridges, although its provisions should not be considered as fully covering these cases. (4) Suspension bridges, timber and masonry bridges, moveable bridges and floating bridges are not included in the scope of this Part. (5) This Part contains only those provisions that, in addition to other relevant Eurocodes or relevant Parts of EN 1998, should be observed for the design of bridges in seismic regions. In cases of low seismicity, simplified design criteria may be established (see 2.3.7(1)). (6) The following topics are dealt with in the text of this Part: Basic requirements and Compliance Criteria, Seismic Action, Analysis, Strength Verification, Detailing. This Part also includes a special section on seismic isolation with provisions covering the application of this method of seismic protection to bridges. (7) Annex G contains rules for the calculation of capacity design effects. (8) Annex J contains rules regarding the variation of design properties of seismic isolator units and how such variation may be taken into account in design.
(1) The scope of Eurocode 8 is defined in EN 1998-1:2004, 1.1.1 and the scope of this Standard is defined in 1.1.1. Additional parts of Eurocode 8 are indicated in EN 1998-1:2004, 1.1.3. (2) Within the framework of the scope set forth in EN 1998-1:2004, this part of the Standard contains the particular Performance Requirements, Compliance Criteria and Application Rules applicable to the design of earthquake resistant bridges. (3) This Part primarily covers the seismic design of bridges in which the horizontal seismic actions are mainly resisted through bending of the piers or at the abutments; i.e. of bridges composed of vertical or nearly vertical pier systems supporting the traffic deck superstructure. It is also applicable to the seismic design of cable-stayed and arched bridges, although its provisions should not be considered as fully covering these cases. (4) Suspension bridges, timber and masonry bridges, moveable bridges and floating bridges are not included in the scope of this Part. (5) This Part contains only those provisions that, in addition to other relevant Eurocodes or relevant Parts of EN 1998, should be observed for the design of bridges in seismic regions. In cases of low seismicity, simplified design criteria may be established (see 2.3.7(1)). (6) The following topics are dealt with in the text of this Part: Basic requirements and Compliance Criteria, Seismic Action, Analysis, Strength Verification, Detailing. This Part also includes a special section on seismic isolation with provisions covering the application of this method of seismic protection to bridges. (7) Annex G contains rules for the calculation of capacity design effects. (8) Annex J contains rules regarding the variation of design properties of seismic isolator units and how such variation may be taken into account in design.
SIST EN 1998-2:2006/AC:2010 is classified under the following ICS (International Classification for Standards) categories: 91.120.25 - Seismic and vibration protection; 93.040 - Bridge construction. The ICS classification helps identify the subject area and facilitates finding related standards.
SIST EN 1998-2:2006/AC:2010 has the following relationships with other standards: It is inter standard links to kSIST FprEN 1998-2:2024, SIST EN 1998-2:2006. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
SIST EN 1998-2:2006/AC:2010 is associated with the following European legislation: EU Directives/Regulations: 2005-01-4408, 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.Eurocode 8 - Auslegung von Bauwerken gegen Erdbeben - Teil 2: BrückenEurocode 8 - Calcul des structures pour leur résistance aux séismes - Partie 2: PontsEurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges93.040Gradnja mostovBridge construction91.120.25YLEUDFLMDPLSeismic and vibration protectionICS:Ta slovenski standard je istoveten z:EN 1998-2:2005/AC:2010SIST EN 1998-2:2006/AC:2010en,fr,de01-maj-2010SIST EN 1998-2:2006/AC:2010SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1998-2:2005/AC
February 2010
Février 2010
Februar 2010 ICS 91.120.25; 93.040 English version Version Française Deutsche Fassung
Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges
Eurocode 8 - Calcul des structures pour leur résistance aux séismes - Partie 2: Ponts
Eurocode 8 - Auslegung von Bauwerken gegen Erdbeben - Teil 2: Brücken This corrigendum becomes effective on 10 February 2010 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 10 février 2010 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 10.Februar 2010 zur Einarbeitung in die drei offiziellen Sprachfassungen der EN in Kraft.
EUROPEAN COMMITTEE FOR STANDARDIZATION
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記事のタイトル：SIST EN 1998-2:2006/AC:2010 - ユーロコード8 - 地震耐性構造の設計 - パート2：橋 記事内容：ユーロコード8の範囲はEN 1998-1:2004、1.1.1で定義され、この規格の範囲は1.1.1で定義されています。ユーロコード8の追加パートはEN 1998-1:2004、1.1.3で示されています。 EN 1998-1:2004で提案された範囲内で、この規格の特定の性能要件、適合基準、および適用ルールが地震耐性橋の設計に適用されます。 このパートは主に、梁の曲げまたはアブットメントで水平方向の地震力を主に耐える橋（交通デッキ上の垂直またはほぼ垂直な柱システムで構成される橋）の地震設計をカバーしています。ただし、これらのケースを完全にカバーしているとは考えられません。 このパートでは、懸垂橋、木製および石造りの橋、可動橋、浮き橋は範囲に含まれていません。 このパートには、地震地域の橋の設計において他の関連するユーロコードまたはEN 1998の関連パートに加えて観察する必要がある規定だけが含まれています。低地震性地域の場合、簡略化された設計基準を確立することができます。 このパートでは、基本要件と適合基準、地震作用、解析、強度確認、詳細設計などのトピックが取り上げられています。このパートには、橋へのこの防震手法の適用に関する規定を含む、地震遮断装置についての特別なセクションもあります。 付録Gには容量設計効果の計算に関する規則が含まれています。 付録Jには地震遮断装置の設計特性の変動およびその変動を考慮する規則が含まれています。
기사 제목: SIST EN 1998-2:2006/AC:2010 - 유로코드 8 - 지진 내구성 구조물 설계 - 파트 2: 교량 기사 내용: 유로코드 8의 범위는 EN 1998-1:2004, 1.1.1에서 정의되며이 표준의 범위는 1.1.1에서 정의됩니다. 유로코드 8의 추가 파트는 EN 1998-1:2004, 1.1.3에 명시되어 있습니다. EN 1998-1:2004에 제시된 범위의 범위 내에서이 표준의 일부는 지진 내구성 교량의 설계에 적용되는 특수한 성능 요구 사항, 준수 기준 및 적용 규칙을 포함하고 있습니다. 이 파트는 주로 기둥의 굴곡 또는 출입구에서 수평 지진 작용이 주로 저항되는 교량의 지진 설계를 다룹니다. 즉, 교통 데크 상부를 지원하는 수직 또는 거의 수직인 기둥 시스템으로 구성된 교량의 설계입니다. 그러나 이것은 닻을 완전히 포함하는 것으로 간주해서는 안됩니다. 이 파트는 이 파트의 범위에 포함되지 않는 협착교, 목재 및 석조 교량, 이동식 교량 및 부양식 교량을 포함하지 않습니다. 이 파트는 지진 지역에서 교량 설계에 적용되는 기타 관련 유로코드 및 EN 1998의 관련 파트 외에도 관찰해야하는 조항만 포함하고 있습니다. 지진 활동이 낮은 경우 간소화된 설계 기준을 수립할 수도 있습니다. 이 파트는 문서의 텍스트에서 다음과 같은 주제를 다룹니다: 기본 요건 및 준수 기준, 지진 작용, 분석, 강도 확인, 디테일링. 이 파트에는 교량에 이 방법을 적용하는 지진 방지에 대한 규정을 포함한 지진 격리에 대한 특별한 섹션이 포함되어 있습니다. 부록 G에는 용량 설계 효과를 계산하기 위한 규칙이 포함되어 있습니다. 부록 J에는 지진 분리장치의 설계 속성의 변동과 해당 변동을 고려하는 규칙이 포함되어 있습니다.
The article discusses the SIST EN 1998-2:2006/AC:2010 Eurocode 8, which is a set of standards for designing structures that can withstand earthquakes. The scope of Eurocode 8 is defined in EN 1998-1:2004, and this particular standard focuses on the design of earthquake resistant bridges. It mainly covers bridges with vertical or nearly vertical pier systems supporting the traffic deck, but it also applies to cable-stayed and arched bridges to some extent. However, suspension bridges, timber and masonry bridges, moveable bridges, and floating bridges are not included in this standard. The article also mentions that simplified design criteria can be used in areas with low seismicity. The standard includes sections on basic requirements, seismic action, analysis, strength verification, detailing, and a special section on seismic isolation. There are also annexes that provide rules for calculating capacity design effects and considering variations in design properties of seismic isolators.
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