Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects

Additional rules for the design of various foundation systems, earth retaining structures and soil-structure interaction under seismic actions in conjunction with the structural design of buildings, bridges, towers, masts, chimneys, silos, tanks and pipelines.

Eurocode 8: Auslegung von Bauwerken gegen Erdbeben - Teil 5: Gründungen, Stützbauwerke und geotechnische Aspekte

Eurocode 8: Calcul des structures pour leur résistance aux séismes Partie 5: Fondations, ouvrages de soutènement et aspects géotechniques

Evrokod 8 - Projektiranje potresnoodpornih konstrukcij - 5. del: Temelji, oporne konstrukcije in geotehnični vidiki

General Information

Status
Published
Publication Date
23-Nov-2004
Withdrawal Date
30-Mar-2010
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
24-Nov-2004
Completion Date
24-Nov-2004

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Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspectsEurocode 8: Calcul des structures pour leur résistance aux séismes Partie 5: Fondations, ouvrages de soutenement et aspects géotechniquesEurocode 8: Auslegung von Bauwerken gegen Erdbeben - Teil 5: Gründungen, Stützbauwerke und geotechnische AspekteTa slovenski standard je istoveten z:EN 1998-5:2004SIST EN 1998-5:2005en91.120.25YLEUDFLMDPLSeismic and vibration protection91.010.30Technical aspectsICS:SIST ENV 1998-5:1995+D1:19951DGRPHãþDSLOVENSKI
STANDARDSIST EN 1998-5:200501-maj-2005







EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1998-5
November 2004 ICS 91.120.25 Supersedes ENV 1998-5:1994 English version
Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects
Eurocode 8: Calcul des structures pour leur résistance aux séismes Partie 5: Fondations, ouvrages de soutènement et aspects géotechniques
Eurocode 8: Auslegung von Bauwerken gegen Erdbeben Teil 5: Gründungen, Stützbauwerke und geotechnische Aspekte This European Standard was approved by CEN on 16 April 2004.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member.
This European Standard 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 Central Secretariat has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36
B-1050 Brussels © 2004 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1998-5:2004: E



EN 1998-5:2004 (E)2ContentsFOREWORD.41GENERAL.81.1SCOPE.81.2NORMATIVE REFERENCES.81.2.1General reference standards.81.3ASSUMPTIONS.91.4DISTINCTION BETWEEN PRINCIPLES AND APPLICATIONS RULES.91.5TERMS AND DEFINITIONS.91.5.1Terms common to all Eurocodes.91.5.2Additional terms used in the present standard.91.6SYMBOLS.91.7S.I. UNITS.112SEISMIC ACTION.122.1DEFINITION OF THE SEISMIC ACTION.122.2TIME-HISTORY REPRESENTATION.123GROUND PROPERTIES.133.1STRENGTH PARAMETERS.133.2STIFFNESS AND DAMPING PARAMETERS.134REQUIREMENTS FOR SITING AND
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