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

Področje uporabe Evrokoda 8 je opredeljeno v EN 1998-1:2004, 1.1.1 in področje uporabe tega standarda je opredeljeno v 1.1.1. Dodatni deli Evrokoda 8 so navedeni v EN 1998-1:2004, 1.1.3. (2) V okviru področja, opredeljenega v EN 1998-1:2004, ta del standarda vsebuje posebne Zahteve za zmogljivost, Merila skladnosti in Pravila uporabe, ki se uporabljajo za načrtovanje potresno odpornih mostov. (3) Ta del zajema zlasti potresno načrtovanje mostov, kjer se odpornost proti horizontalnim potresnim vplivom doseže predvsem z ukrivljanjem podmostnikov ali pri opornikih; tj. mostov, ki jih tvorijo navpični ali skoraj navpični sistemi podmostnikov, ki podpirajo krov prometne nadgradnje. Uporablja se tudi za potresno načrtovanje mostov s poševnimi zategami in obokanih mostov, čeprav njegove določbe teh primerov ne pokrivajo v celoti. (4) Viseči mostovi, leseni in zidani mostovi, premični mostovi in plavajoči mostovi niso vključeni v področje tega dela standarda. (5) Ta del vsebuje samo tiste določbe, ki jih je poleg drugih pomembnih Evrokodov ali pomembnih delov EN 1998 treba upoštevati pri načrtovanju mostov v potresnih regijah. V primerih nizke potresnosti se smejo vzpostaviti poenostavljena merila načrtovanja (glej 2.3.7(1)). (6) V besedilu tega dela so obravnavane naslednje teme: - Osnovne zahteve in Merila Skladnosti, - Potresni vpliv, - Analiza, - Preverjanje trdnosti, - Podrobno navajanje. Ta del prav tako zajema poseben razdelek o potresni osamitvi z določbami, ki zajemajo uporabo te metode potresne zaščite za mostove. (7) Dodatek G vsebuje pravila za izračun učinkov načrtovanja nosilnosti. (8) Dodatek J vsebuje pravila glede odstopanja lastnosti pri načrtovanju enot potresnih izolatorjev in kako je takšna odstopanja mogoče upoštevati pri načrtovanju.

General Information

Status
Published
Public Enquiry End Date
30-Dec-2010
Publication Date
15-Feb-2012
Technical Committee
Current Stage
6060 - National Implementation/Publication (Adopted Project)
Start Date
04-Oct-2011
Due Date
09-Dec-2011
Completion Date
16-Feb-2012

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Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 1998-2:2006/A2:2012
01-marec-2012
(YURNRG3URMHNWLUDQMHNRQVWUXNFLMQDSRWUHVQLKREPRþMLKGHO0RVWRYL
Eurocode 8: Design of structures for earthquake resistance - Part 2: Bridges
Eurocode 8: Auslegung von Bauwerken gegen Erdbeben - Teil 2: Brücken
Eurocode 8: Calcul des structures pour leur résistance aux séismes - Partie 2 : Ponts
Ta slovenski standard je istoveten z: EN 1998-2:2005/A2:2011
ICS:
91.120.25 =DãþLWDSUHGSRWUHVLLQ Seismic and vibration
YLEUDFLMDPL protection
93.040 Gradnja mostov Bridge construction
SIST EN 1998-2:2006/A2:2012 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 1998-2:2006/A2:2012

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SIST EN 1998-2:2006/A2:2012


EUROPEAN STANDARD
EN 1998-2:2005/A2

NORME EUROPÉENNE

EUROPÄISCHE NORM
September 2011
ICS 91.120.25; 93.040
English Version
Eurocode 8: Design of structures for earthquake resistance -
Part 2: Bridges
Eurocode 8 - Calcul des structures pour leur résistance aux Eurocode 8: Auslegung von Bauwerken gegen Erdbeben -
séismes - Partie 2: Ponts Teil 2: Brücken
This amendment A2 modifies the European Standard EN 1998-2:2005; it was approved by CEN on 8 April 2011.

CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for inclusion of this
amendment into the relevant national standard without any alteration. Up-to-date lists and bibliographical references concerning such
national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.

This amendment exists in three official versions (English, French, German). A version in any other language made by translation under the
responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the
official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland,
Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.





EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2011 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1998-2:2005/A2:2011: E
worldwide for CEN national Members.

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SIST EN 1998-2:2006/A2:2012
EN 1998-2:2005/A2:2011
Contents Page
...

SLOVENSKI STANDARD
SIST EN 1998-2:2006/kFprA2:2010
01-december-2010
(YURNRG3URMHNWLUDQMHNRQVWUXNFLMQDSRWUHVQLKREPRþMLKGHO0RVWRYL
Eurocode 8: Design of structures for earthquake resistance - Part 2: Bridges
Eurocode 8: Auslegung von Bauwerken gegen Erdbeben - Teil 2: Brücken
Ta slovenski standard je istoveten z: EN 1998-2:2005/FprA2
ICS:
91.120.25 =DãþLWDSUHGSRWUHVLLQ Seismic and vibration
YLEUDFLMDPL protection
93.040 Gradnja mostov Bridge construction
SIST EN 1998-2:2006/kFprA2:2010 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------
SIST EN 1998-2:2006/kFprA2:2010

---------------------- Page: 2 ----------------------
SIST EN 1998-2:2006/kFprA2:2010


EUROPEAN STANDARD
FINAL DRAFT
EN 1998-2:2005
NORME EUROPÉENNE

EUROPÄISCHE NORM
FprA2
October 2010
ICS 91.120.25; 93.040
English Version
Eurocode 8: Design of structures for earthquake resistance -
Part 2: Bridges
 Eurocode 8: Auslegung von Bauwerken gegen Erdbeben -
Teil 2: Brücken
This draft amendment is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee
CEN/TC 250.

This draft amendment A2, if approved, will modify the European Standard EN 1998-2:2005. If this draft becomes an amendment, CEN
members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for inclusion of this amendment
into the relevant national standard without any alteration.

This draft amendment was established by CEN in three official versions (English, French, German). A version in any other language made
by translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same
status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland,
Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.

Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are aware and to
provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice and
shall not be referred to as a European Standard.


EUROPEAN COMMITTEE
...

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