NBN EN 1998-5:2024

Eurocode 8 - Design of structures for earthquake resistance - Part 5: Geotechnical aspects, foundations, retaining and underground structures (DEZE NORM IS NOG NIET VAN TOEPASSING IN AFWACHTING VAN DE PUBLICATIE VAN DE BIJBEHORENDE NATIONALE BIJLAGE EN DE PUBLICATIESTRATEGIE VAN DE EUROCODES VAN DE TWEEDE GENERATIE. De geldende norm in België blijft de NBN EN 1998-5:2005.)

ACTIVE

About this standard

Languages
English and French
Type
NBN
Standards committee
CEN/TC 250
Status
ACTIVE
Publication date
25 September 2024
ICS Code
91.010.30 (Technical aspects)
91.120.25 (Seismic and vibration protection)
Additional information
<p>This European standard&nbsp;EN 1998-5:2024 does not yet have the status of a Belgian standard. In Belgium, it is available in 3 official versions (German, English, French) until the Dutch version is also published. This document can only be applied from the moment its corresponding Belgian national annex (ANB) is published. This document does not replace the existing standard NBN EN&nbsp;1998-5:2005 and its Dutch version NBN EN 1998-5 NL:2014. The sole purpose of publishing this document at this stage is to enable Eurocode users to familiarize themselves with future normative texts while awaiting the entry into force of the new generation of Eurocodes and their respective ANBs.</p>
Withdrawn Date
Price
€ 205,00

About this training

Summary

1.1 Scope of EN 1998-5
(1) This document establishes general principles for the design and assessment of geotechnical systems in seismic regions. It gives general rules relevant to all families of geotechnical structures, to the design of foundations, retaining structures and underground structures and complements EN 1997-3 for the seismic design situation.
(2) This document contains the basic performance requirements and compliance criteria applicable to geotechnical structures and geotechnical systems in seismic regions.
(3) This document refers to the rules for the representation of seismic actions and the description of the seismic design situations defined in EN 1998-1-1 and provides specific definition of the seismic action applicable to geotechnical structures.
1.2 Assumptions
(1) The assumptions of EN 1990 apply to this document.