iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
CEN

EN 15129:2018

(Main)

Anti-seismic devices

Anti-seismic devices

This European Standard covers the design of devices that are provided in structures, with the aim of modifying their response to the seismic action. It specifies functional requirements and general design rules of the devices for the seismic and non-seismic design situations, material characteristics, manufacturing and testing requirements, as well as assessment and verification of constancy of performance, installation and maintenance requirements. This European Standard covers the types of devices and combinations thereof as defined in 3.4.
NOTE   Additional information concerning the scope of this European Standard is given in Annex A.

Erdbebenvorrichtungen

Dieses Dokument regelt die Bemessung von Vorrichtungen, die zur Milderung der Erdbeben¬einwirkung in Tragwerke eingebaut werden. Es legt funktionelle Anforderungen und allgemeine Bemessungsgrundsätze für die Vorrichtungen für seismische und nichtseismische Bemessungssituationen, Werkstoffeigenschaften, Anforderungen an Herstellung und Prüfung, die Bewertung und Überprüfung der Leistungsbeständigkeit sowie Anforderungen an Einbau und Instandhaltung fest. Dieses Dokument regelt die Typen von Vorrichtungen und Kombinationen daraus, wie sie in 3.4 definiert sind.
ANMERKUNG   Zusätzliche Informationen, den Anwendungsbereich dieses Dokuments betreffend, werden in Anhang A gegeben.

Dispositifs anti-sismiques

La présente Norme européenne couvre la conception de dispositifs qui sont installés dans des structures dans le but de modifier leur réponse à l'action sismique. La présente norme spécifie les exigences fonctionnelles et les règles générales de conception en situation sismique, les caractéristiques des matériaux, les exigences de fabrication et d'essai ainsi que les exigences de l'évaluation de la conformité, d'installation et de maintenance. La présente Norme européenne couvre les types de dispositifs et leur combinaison, définis en 3.4.
NOTE   Des informations supplémentaires relatives au domaine d'application de la présente Norme européenne sont fournies en Annexe A.

Naprave za zagotavljanje potresne varnosti konstrukcij

Ta evropski standard zajema zasnovo naprav v konstrukcijah z namenom spreminjanja njihovega odziva na potresne vplive. Določa funkcionalne zahteve in splošna pravila načrtovanja za potresna stanja, lastnosti materiala, zahteve za izdelavo in preskušanje ter ocenjevanje skladnosti, namestitve in zahtev za vzdrževanje. Ta evropski standard zajema vrste in kombinacije naprav, kot so opredeljene v točki 3.4.
OPOMBA: dodatne informacije o področju uporabe tega evropskega standarda so podane v Dodatku A.

General Information

Status
Published
Publication Date
22-May-2018
Withdrawal Date
29-Nov-2018
ICS
91.120.25 - Seismic and vibration protection
Technical Committee
CEN/TC 340 - Anti-seismic devices
Drafting Committee
CEN/TC 340/WG 5 - Revision of EN 15129
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
23-May-2018
Due Date
19-May-2018
Completion Date
23-May-2018
Directive
305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
Mandate
M/132 - Addenda to the mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on circulation fixtures, structural bearings and floorings
Ref Project
SIST EN 15129:2018 - Anti-seismic devices

Relations

Replaces
EN 15129:2009 - Anti-seismic devices
Effective Date
29-Jul-2015
Revised
prEN 15129-6 - Anti-seismic devices - Part 6: Sliding isolators
Effective Date
15-May-2019
Revised
prEN 15129-1 - Anti-seismic devices - Part 1: General design rules
Effective Date
15-May-2019

Buy Standard

EN 15129:2018EN 15129:2018
PreviousNext
Standard
EN 15129:2018
English language
177 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)


2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Naprave za zagotavljanje potresne varnosti konstrukcijErdbebenvorrichtungenDispositifs anti-sismiquesAnti-seismic devices91.120.25YLEUDFLMDPLSeismic and vibration protectionICS:Ta slovenski standard je istoveten z:EN 15129:2018SIST EN 15129:2018en,fr,de01-julij-2018SIST EN 15129:2018SLOVENSKI
STANDARDSIST EN 15129:20101DGRPHãþD

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 15129
May
t r s z ICS
{ sä s t rä t w Supersedes EN
s w s t {ã t r r {English Version
Antiæseismic devices Dispositifs antiæsismiques
Erdbebenvorrichtungen This European Standard was approved by CEN on
z February
t r s zä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Serbiaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Rue de la Science 23,
B-1040 Brussels
t r s z CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s w s t {ã t r s z ESIST EN 15129:2018
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

CEN
prEN 15129-1(Main)
Anti-seismic devices - Part 1: General design rules
oSIST prEN 15129-1:2024

This document covers the design of anti-seismic devices that are provided in structures, with the aim of modifying their response to the seismic action. It specifies functional requirements and general design rules of the anti-seismic devices for the seismic and non-seismic design situations, material characteristics, manufacturing and general testing requirements, as well as assessment and verification of constancy of performance, installation and maintenance requirements. This document covers the types of anti-seismic devices as defined in Clause 4.
NOTE   Additional information concerning the scope of this document is given in Part 2, Part 3, Part 4, Part 5 and Part 6 of this European Standard.

  • Draft
    10 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
prEN 15129-6(Main)
Anti-seismic devices - Part 6: Sliding isolators
oSIST prEN 15129-6:2022

This document specifies procedures for assessments and verification of constancy of performance (AVCP) of sliding isolators in relation to their characteristics. Sliding isolators with main functions in accordance with 3.1.2 are intended to be used for building and civil engineering construction works.
This document comprises the following types of sliding isolators:
1.   curved surface sliders (CSS, 3.1.1) (spherical and cylindrical) of the following types:
a)   single curved surface slider,
b)   double curved surface slider with rigid slider,
c)   double curved surface slider with articulated slider,
d)   multiple curved surface slider with rigid slider,
e)   multiple curved surface slider with articulated slider, and
2.   flat surface slider (FSS, 3.1.3).
This document comprises sliding isolators with some or all of the following parts:
a)   backing plates without lightening hollows and without ribs,
b)   slider without or with hinge,
c)   mating elements,
d)   sliding sheets, undimpled or dimpled, without or with lubricant (being in contact with mating element),
e)   containment rings (for controlling the sliding isolator kinematics but not limiting the sliding isolator displacement capacity).
This document comprises sliding isolators with the following materials:
a)   for backing plates without hard chromium plating and for sliders:
-   steel in accordance with EN 10025:2019 (all parts),
-   cast iron in accordance with ISO 1083:2018,
-   cast carbon steel in accordance with ISO 14737:2015, or
-   stainless steel in accordance with EN 10088:2014 (all parts);
b)   for backing plates with hard chromium plating:
-   steel grade S 355 J2+N, or
-   fine grain steel of the same or higher grade in accordance with the EN 10025:2019 (all parts);
c)   for mating elements:
-   austenitic steel with thickness of at least 2,5 mm in accordance with EN 10088-2:2014, 1.4401 + 2B or 1.4404 +2B,
-   backing plates with at least 100 µm hard chromium plating in accordance with EN ISO 6158:2018;
d)   for sliding sheets with and without lubrication:
-   UHMWPE (Ultra High Molecular Weight Polyethylene),
-   PTFE in accordance with EN 1337-7:2004 (Clause 5),
-   fluorpolymer made of claimed PTFE (polytetrafluoroethylene), or
-   PTFE filled with solid lubricant and reinforcing fibres;
e)   lubricants in accordance with EN 1337-2:2004 (5.8).
This document does not comprise:
a)   vertical seismic isolation systems,
b)   sliding isolators with restrainers limiting their displacement capacity, and
c)   sliding isolators with accumulated sliding path less than 1 000 m.

  • Draft
    34 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1998-5:2024(Main)
Eurocode 8 - Design of structures for earthquake resistance - Part 5: Geotechnical aspects, foundations, retaining and underground structures
kSIST FprEN 1998-5:2024

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.

  • Draft
    113 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1998-1-1:2024(Main)
Eurocode 8 - Design of structures for earthquake resistance - Part 1-1: General rules and seismic action
kSIST FprEN 1998-1-1:2024

1.1   Scope of EN 1998-1-1
(1)   This document is applicable to the design and verification of buildings and other structures for earthquake resistance. It gives general rules relevant to all types of structures, except for structures belonging to consequence classes CC0 or CC4.
NOTE   For further details on consequence class CC4, see 4.2.
(2)   This document provides basic performance requirements and compliance criteria applicable to buildings and other structures for earthquake resistance.
(3)   This document gives rules for the representation of seismic actions and the description of the design seismic situations.
NOTE   Certain types of structures, dealt with in other parts of Eurocode 8, need supplementary rules which are given in those relevant Parts.
(4)   This document contains general methods for structural analysis and verification under seismic actions, including base-isolated structures and structures with distributed dissipative systems.
(5)   This document contains rules for modelling and verification of ultimate strengths and deformations.
1.2   Assumptions
(1)   The assumptions of EN 1990 apply to this document.
(2)   It is assumed that no change in the structure and in the masses carried by the structure takes place during the construction phase or during the subsequent life of the structure with respect to the design unless proper justification and verification is provided. This applies also to ancillary elements (see 3.1.2). Due to the specific nature of seismic response, this applies even in the case of changes that lead to an increase of the structural resistance.
(3)   The design documents are assumed to indicate the geometry, the detailing, and the properties of the materials of all structural members. If appropriate, the design documents are also assumed to include the properties of special devices to be used and the distances between structural and ancillary elements. The necessary quality control provisions are assumed to be specified.
(4)   Members of special structural importance requiring special checking during construction are assumed to be identified in the design documents and the verification methods to be used are assumed to be specified.
(5)   It is assumed that in the case of high seismic action class (4.1.1(4)), formal quality system plans, covering design, construction, and use, additional to the control procedures prescribed in the other relevant Eurocodes, are specified.

  • Draft
    120 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 81-77:2022(Main)
Safety rules for the construction and installations of lifts - Particular applications for passenger and goods passenger lifts - Part 77: Lifts subject to seismic conditions
SIST EN 81-77:2022

This document specifies the additional special provisions and safety rules for passenger and goods passenger lifts where these lifts are installed in buildings and constructions (hereinafter buildings) intended to withstand seismic events in compliance with EN 1998-1:2004 (Eurocode 8), during use, maintenance, inspection and emergency operation of lifts.
The aim of this document is to:
-   avoid loss of life and reduce the extent of injuries;
-   avoid people getting trapped in the lift;
-   avoid damage;
-   avoid environmental problems related to oil leakage;
-   reduce the number of lifts out of service.
This document does not introduce any specific provisions and safety rules for lifts when ad ≤ 1 m/s2 as defined in Annex A.
This document does not address other risks due to seismic events (e.g. fire, flood, explosion).
This document is not applicable to lifts installed before the date of its publication.

  • Standard
    30 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1998-3:2005/AC:2013(Corrigendum)
Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings
SIST EN 1998-3:2005/AC:2013

TC - Modifications from EN 1998-3:2005/AC:2010 on the English mother reference version regarding the "National annex for EN 1998-3", Clauses 2 and 4 and Annexes A, B and C + New modifications in Annex A.

  • Corrigendum
    6 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1998-2:2005/A2:2011(Amendment)
Eurocode 8: Design of structures for earthquake resistance - Part 2: Bridges
SIST EN 1998-2:2006/A2:2012

(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.

  • Amendment
    4 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1998-2:2005/AC:2010(Corrigendum)
Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges
SIST EN 1998-2:2006/AC:2010

TC - Editorial modifications to "National annex for EN 1998-2", 4.2.4.4, 5.6.2 and 6.2.2 in the three language versions of the mother standard.
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Corrigendum
    2 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1998-2:2005/A1:2009(Amendment)
Eurocode 8: Design of structures for earthquake resistance - Part 2: Bridges
SIST EN 1998-2:2006/A1:2009

EUROCODE - NO CONSOLIDATION AT PUBLICATION
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Amendment
    11 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1998-4:2006(Main)
Eurocode 8 - Design of structures for earthquake resistance - Part 4: Silos, tanks and pipelines
SIST EN 1998-4:2006

Complementary to material related Eurocode parts dealing with silos, tanks and pipelines. Design rules for the earthquakes resistant design of groups of silos, storage tanks including single water towers and pipeline systems.

  • Standard
    81 pages
    English language
    sale 10% off
    e-Library read for
    1 day