Eurocode - Basis of structural and geotechnical design - Part 2: Assessment of existing structures

(1) This document provides provisions for the assessment of existing structures, including geotechnical structures, and the general principles for interventions, to be used in conjunction with prEN 1990-1.
NOTE This document is based on the general requirements and principles of structural reliability provided in prEN 1990-1.
(2) Unless otherwise specified, prEN 1990-1 applies.
(3) This document covers general principles regarding actions for assessment, complementing EN 1991 (all parts).
NOTE Provisions for seismic actions due to earthquake are provided in EN 1998-3.
(4) This document does not cover the design of new structural parts that will be integrated into an existing structure.
NOTE For the design of new structural parts, see prEN 1990-1.
(5) This document does not provide:
— specific rules for initiation of assessment;
— specific rules on how to undertake interventions that may be carried out as a result of an assessment;
— material-specific technical provisions for existing structures;
— provisions for seismic assessment and retrofitting of existing structures.
NOTE For provisions for seismic assessment and retrofitting of existing structures, see EN 1998-3.

Eurocode - Grundlagen der Planung von Tragwerken und geotechnischen Bauwerken - Teil 2: Bewertung von Bestandsbauten

Eurocodes - Bases de calcul structuraux et géotechniques - Partie 2: Évaluation des structures existantes

Evrokod - Osnove projektiranja konstrukcij in geotehničnega projektiranja - 2. del: Ocenjevanje in obnova obstoječih stavb

General Information

Status

Not Published

Publication Date

16-Oct-2025

ICS

91.010.30 - Technical aspects

Technical Committee

CEN/TC 250 - Structural Eurocodes

Drafting Committee

CEN/TC 250/SC 10 - EN 1990 Basis of structural design

Current Stage

4020 - Submission to enquiry - Enquiry

Start Date

14-Mar-2024

Due Date

31-May-2024

Completion Date

14-Mar-2024

Ref Project

oSIST prEN 1990-2:2024 - Eurocode - Basis of structural and geotechnical design - Part 2: Assessment of existing structures

Relations

Revises

CEN/TS 17440:2020 - Assessment and retrofitting of existing structures

Effective Date

26-Jul-2023

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Standards Content (Sample)

prEN 1990-2:2024

SLOVENSKI STANDARD
oSIST prEN 1990-2:2024
01-junij-2024
Evrokod - Osnove projektiranja konstrukcij in geotehničnega projektiranja - 2. del:
Ocenjevanje in obnova obstoječih stavb
Eurocode - Basis of structural and geotechnical design - Part 2: Assessment of existing
structures
Eurocode - Grundlagen der Planung von Tragwerken und geotechnischen Bauwerken -
Teil 2: Bewertung von Bestandsbauten
Eurocodes - Bases de calcul structuraux et géotechniques - Partie 2: Évaluation des
structures existantes
Ta slovenski standard je istoveten z: prEN 1990-2
ICS:
91.010.30 Tehnični vidiki Technical aspects
91.040.01 Stavbe na splošno Buildings in general
oSIST prEN 1990-2:2024 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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oSIST prEN 1990-2:2024

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oSIST prEN 1990-2:2024

DRAFT
EUROPEAN STANDARD
prEN 1990-2
NORME EUROPÉENNE

EUROPÄISCHE NORM

March 2024
ICS 91.010.30 Will supersede CEN/TS 17440:2020
English Version

Eurocode - Basis of structural and geotechnical design -
Part 2: Assessment of existing structures
Eurocodes - Bases de calcul des structures et Eurocode - Grundlagen der Planung von Tragwerken
géotechniques - Partie 2: Évaluation des structures und geotechnischen Bauwerken - Teil 2: Bewertung
existantes von Bestandsbauten
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 250.

If this draft becomes a European Standard, 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.

This draft European Standard 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-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, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye 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 FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2024 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 1990-2:2024 E
worldwide for CEN national Members.

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oSIST prEN 1990-2:2024
prEN 1990-2:2024 (E)
Contents Page

European foreword . 4
0 Introduction . 5
1 Scope . 7
2 Normative references. 7
3 Terms, definitions and symbols . 8
3.1 Terms and definitions . 8
3.2 Symbols and abbreviations . 9
3.2.1 Latin upper-case letters . 9
3.2.2 Latin lower-case letters . 10
3.2.3 Greek lower-case letters . 10
...

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1.1    Scope of FprEN 1992-1-1
(1)   This document gives the general basis for the design of structures in plain, reinforced and prestressed concrete made with normal weight, lightweight and heavyweight aggregates. It gives specific rules for buildings, bridges and civil engineering structures, including temporary structures; additional requirements specific to bridges are given in Annex K. The rules are valid under temperature conditions between −40 °C and +100 °C generally. This document complies with the principles and requirements for the safety, serviceability, durability and robustness of structures, the basis of their design and verification that are given in EN 1990.
(2)   This document is only concerned with the requirements for resistance, serviceability, durability, robustness and fire resistance of concrete structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered.
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