SIST EN 1998-2:2006/AC:2010

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
• ICS: 91.120.25 - Seismic and vibration protection
• ICS: 93.040 - Bridge construction
• 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
• Directive: TP001 - Pravilnik o mehanski odpornosti in stabilnosti objektov
• Directive: TP237 - Pravilnik o spodnjem ustroju železniških prog
• Mandate: M/265 - Mandate to CEN for the conversion of the Eurocodes from ENV into EN concerning the structural and geotechnical design of buildings and civil engineering works
• Mandate: M/BC/CEN/89/11 - Framework mandate to CEN on Eurocode work : execution of a standardization programme on Eurocodes for the structural design of building and civil engineering works
• Ref Project: EN 1998-2:2005/AC:2010 - Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges

Relations

• Corrects: SIST EN 1998-2:2006 - Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges
• Effective Date: 01-Apr-2010

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



SIST EN 1998-2:2006/AC:2010



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
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 mond
...