91.120.25 - Seismic and vibration protection
ICS 91.120.25 Details
Seismic and vibration protection
Erdbebenschutz. Erschutterungsschutz
Protection contre les séismes et les vibrations
Zaščita pred potresi in vibracijami
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This document explains the relationship of the ISO 22762 series to the design and testing of seismic isolation systems, including the relationship to national seismic codes.
- Technical report40 pagesEnglish languagesale 15% off
This document specifies requirements for earthquake protection of automatic sprinkler systems in accordance with the EN 12845 series of standards. This document applies only to locations in earthquake zones in accordance to EN 1998-1:2004, 3.2.1 and for area subject to peak ground acceleration above 9 % of g. This document does not cover all legislative requirements. In certain countries specific national regulations apply and take precedence over this document. Users of this document are advised to inform themselves of the applicability or non-applicability for this document by their national responsible authorities
- Standard38 pagesEnglish languagesale 10% offe-Library read for1 day
This document applies to nuclear power plants with water cooled reactors. For other nuclear facilities check the applicability of the document in advance, before it might be applied correspondingly. This document specifies the requirements for the earthquake safety of components. The operation-specific safety-related requirements for each component, e.g. load-bearing capacity (stability), integrity and functionality (see 4.1) are not the subject of this document. With regard to analysing the mechanical behaviour of the individual components and verifying the fulfillment of their safety related functions, additionally, the respective component-specific standards need to be consulted. In this document, the term "mechanical components" refers to components such as vessels, heat exchangers, pumps, valves, lifting gear, distribution systems and pipe lines including their support structures in as far as these components are not considered to be civil structures in accordance with ISO 4917-3. Liners, crane runways, platforms and scaffoldings are not considered as being part of these mechanical components. In this document, the term electrical components refers to the combination of electrical devices including all electrical connections and their support structures (e.g. cabinets, frames, consoles, brackets, suspensions or supports). Supplementary to this document the seismic qualification of electrical components is reported in IEC/IEEE 60980-344. NOTE This document is independent of national standards. Recommendations, given in Annex A, are mainly based on the Eurocodes-Design-Philosophy and European Standards. Alternatively other equivalent standards or regulations can be used in case the general requirements given in this document together with Annex A can be met.
- Standard36 pagesEnglish languagesale 15% off
This document applies to nuclear power plants with water cooled reactors. This document does not apply to earthquakes stronger than the design basis earthquake. This document specifies guidance on the actions to be taken in preparation for and following an earthquake at a nuclear power plant. This document is intended to be used as a guideline for decision making regarding continued operation, shutdown and restart of the nuclear power plant after an earthquake. It can also be used to assist operating organizations in the preparation and implementation of an overall pre- and post-earthquake action programme for dealing with situations in accordance with the level of seismic ground motion experienced at the site, and the seismic design level of the plant.
- Standard12 pagesEnglish languagesale 15% off
This document applies to nuclear power plants with water cooled reactors and, in particular, to the design of components and civil structures against seismic events in order to meet the safety objectives. For other nuclear facilities the applicability of the document is checked in advance, before it might be applied correspondingly. Seismic isolation is not adressed in the series of ISO 4917. The following safety objectives are defined in order to ensure the protection of people and the environment against radiation risks: a) controlling reactivity; b) cooling fuel assemblies; c) confining radioactive substances; d) limiting radiation exposure.
- Standard17 pagesEnglish languagesale 15% off
This document applies to civil structures of nuclear power plants with water cooled reactors in order to achieve the safety objectives given in ISO 4917-1. For other nuclear facilities the applicability of the document needs to be checked in advance, before it might be applied correspondingly. This document specifies the requirements for civil structures for the verification of their load-bearing capacity in case of a seismic event. Additionally, requirements are specified pertaining to the verification of the serviceability of civil structures as far as necessary for maintaining their safety-related function in case of a seismic event (e.g. deformation and crack-width limitations). This document will be applied under the presumption that the geology and tectonics of the plant site have been investigated with special emphasis on the existence of active geological faults and lasting geological ground displacements, and that the site has been deemed suitable for a nuclear installation. To achieve these goals, this document deals with the requirements specific to the seismic design of civil structures above and beyond their conventional design. The basic requirements of these precautionary measures are dealt with in ISO 4917-1. This document does not apply to cranes, to detachment devices for lifting equipment nor to the supporting and mounting constructions of components. This document is independent of national standards. Recommendations, given in Annex A, are mainly based on the KTA Design-Philosophy and European standards. Alternatively other equivalent standards or regulations can be used in case the general requirements given in this document can be met. NOTE The term civil structures as used in this document comprise buildings and structural members made of reinforced concrete, pre-stressed concrete, steel, as well as steel composite structures and masonry. Among others, these include the containment, crane runways, platforms, fastening constructions and canals.
- Standard23 pagesEnglish languagesale 15% off
This document specifies qualities for steels for seismic-proof improved structural use. It is applicable to steel plates rolled on a reversing mill, wide flats, hot-rolled sections, which are used in the as-rolled condition, with the exception of grade SA440, which is normally produced using quenched and tempered or thermomechanical controlled process and normally intended for welded or bolted structures. This document covers 5 steel grades and 7 qualities. Grades SA235, SA325, SA345, SA390 and SA440 are covered. Not all grades are available in all qualities, and some qualities have Charpy V‑notch requirements. The steels specified in this document are applicable to hot-rolled plates, wide flats, and sections with a minimum nominal thickness of 6 mm and a maximum nominal thickness of 150 mm for steel plates, and a maximum nominal thickness of 140 mm for wide flats and hot-rolled sections. This document does not include the following structural steels, some of which are covered by other International Standards: — sheet and strip, e.g. ISO 4995 or ISO 4996; — tubular products. e.g. ISO 12633-1, ISO 12633-2. NOTE The term "thickness" is considered as "nominal thickness", unless otherwise stated.
- Standard17 pagesEnglish languagesale 15% off
This document specifies the principles regarding the design of seismically isolated structures under earthquake effects. This document also describes the principles of construction management and maintenance, since proper construction management and maintenance are important for realizing high quality seismic isolation structures. This document is not applicable to bridges and LNG tanks, although some of the principles can be referred to for the seismic isolation of those structures. This document is not applicable to seismic isolation structures that reduce the vertical response to earthquake ground motions, since this document mainly specifies seismic isolation structures that attenuate the horizontal response to horizontal earthquake ground motions. This document is not a legally binding and enforceable code. It can be viewed as a source document that is utilized in the development of codes of practice by the competent authority responsible for issuing structural design regulations. NOTE This document has been prepared mainly for the seismically isolated structures which have the seismic isolation interface applied between a superstructure and a substructure to reduce the effect of the earthquake ground motion onto the superstructure. In most cases, the substructure refers to the foundation of the structure. However, the substructure in this document consists of a structural system below the isolation interface that has been designed with sufficient rigidity and strength. Examples include locating the isolation interface in a mid-storey of the building or above the bridge piers (see Annex E).
- Standard46 pagesEnglish languagesale 15% off
This document specifies the special provisions and safety rules for passenger and goods passenger lifts where these lifts are installed in buildings and constructions intended to withstand seismic events in compliance with EN 1998 1:2004 (Eurocode 8).
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.
- Standard30 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies specifications and test methods for elastomeric seismic isolators used for buildings to guarantee high durability and high performance. It is applicable to elastomeric seismic isolators used to provide buildings with protection from earthquake damage. The isolators covered consist of alternate elastomeric layers and reinforcing steel plates. They are placed between a superstructure and its substructure to provide both flexibility for decoupling structural systems from ground motion, and damping capability to reduce displacement at the isolation interface and the transmission of energy from the ground into the structure at the isolation frequency.
- Standard45 pagesEnglish languagesale 15% off
This document contains requirements for defining the seismic design procedures and criteria for
offshore structures; guidance on the requirements is included in Annex A. The requirements focus on
fixed steel offshore structures and fixed concrete offshore structures. The effects of seismic events on
floating structures and partially buoyant structures are briefly discussed. The site-specific assessment
of jack-ups in elevated condition is only covered in this document to the extent that the requirements
are applicable.
Only earthquake-induced ground motions are addressed in detail. Other geologically induced hazards
such as liquefaction, slope instability, faults, tsunamis, mud volcanoes and shock waves are mentioned
and briefly discussed.
The requirements are intended to reduce risks to persons, the environment, and assets to the lowest
levels that are reasonably practicable. This intent is achieved by using:
a) seismic design procedures which are dependent on the exposure level of the offshore structure and
the expected intensity of seismic events;
b) a two-level seismic design check in which the structure is designed to the ultimate limit state (ULS)
for strength and stiffness and then checked to abnormal environmental events or the abnormal
limit state (ALS) to ensure that it meets reserve strength and energy dissipation requirements.
Procedures and requirements for a site-specific probabilistic seismic hazard analysis (PSHA) are
addressed for offshore structures in high seismic areas and/or with high exposure levels. However, a
thorough explanation of PSHA procedures is not included.
Where a simplified design approach is allowed, worldwide offshore maps, which are included in
Annex B, show the intensity of ground shaking corresponding to a return period of 1 000 years. In
such cases, these maps can be used with corresponding scale factors to determine appropriate seismic
actions for the design of a structure, unless more detailed information is available from local code or
site-specific study.
NOTE For design of fixed steel offshore structures, further specific requirements and recommended values
of design parameters (e.g. partial action and resistance factors) are included in ISO 19902, while those for fixed
concrete offshore structures are contained in ISO 19903. Seismic requirements for floating structures are
contained in ISO 19904, for site-specific assessment of jack-ups and other MOUs in the ISO 19905 series, for arctic
structures in ISO 19906 and for topsides structures in ISO 19901-3.
- Standard63 pagesEnglish languagesale 10% offe-Library read for1 day
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.
- Standard30 pagesEnglish languagesale 10% offe-Library read for1 day
- Corrigendum2 pagesSlovenian languagesale 10% offe-Library read for1 day
This document specifies minimum requirements and test methods for flat sliding seismic-protection isolators used for buildings and the materials used in the manufacture of such isolators. It is applicable to flat sliding seismic-protection isolators used to provide buildings with protection from earthquake damage. The sliders are each mounted on elastomeric bearings to provide vertical compliance and rotational flexibility about horizontal axes.
- Standard43 pagesEnglish languagesale 15% off
- Standard43 pagesEnglish languagesale 15% off
This International Standard describes methods for establishing seismic qualification procedures
that will yield quantitative data to demonstrate that the equipment can meet its performance
requirements. This document is applicable to electrical, mechanical, instrumentation and control
equipment/components that are used in nuclear facilities. This document provides methods and
documentation requirements for seismic qualification of equipment to verify the equipment’s
ability to perform its specified performance requirements during and/or after specified seismic
demands. This document does not specify seismic demand or performance requirements. Other
aspects, relating to quality assurance, selection of equipment, and design and modification of
systems, are not part of this document. As seismic qualification is only a part of equipment
qualification, this document is used in conjunction with IEC/IEEE 60780-323.
The seismic qualification demonstrates equipment’s ability to perform its safety function(s)
during and/or after the time it is subjected to the forces resulting from at least one safe shutdown
earthquake (SSE/S2). This ability is demonstrated by taking into account, prior to the SSE/S2,
the ageing of equipment and the postulated occurrences of a given number of lower intensity
operating basis earthquake (OBE/S1). Ageing phenomena to be considered, if specified in the
design specification, are those which could increase the vulnerability of equipment to vibrations
caused by an SSE/S2.
- Standard85 pagesEnglish languagesale 10% offe-Library read for1 day
This document provides requirements and recommendations for the type of risk assessment to be employed concerning seismic activity and earthquakes in relation to data centres. In addition, it describes design concepts that can be employed as mitigation actions within the construction, and other elements of design, of data centres.
- Technical specification23 pagesEnglish languagesale 10% offe-Library read for1 day
This document provides guidance on ISO 22762-3:2018. It includes examples of design calculations, and provides data on the characteristics obtained from all types of elastomeric isolators.
- Technical specification31 pagesEnglish languagesale 15% off
- Technical specification31 pagesEnglish languagesale 15% off
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.
- Standard177 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies minimum requirements and test methods for elastomeric seismic isolators used for buildings and the rubber material used in the manufacture of such isolators. It is applicable to elastomeric seismic isolators used to provide buildings with protection from earthquake damage. The isolators covered consist of alternate elastomeric layers and reinforcing steel plates. They are placed between a superstructure and its substructure to provide both flexibility for decoupling structural systems from ground motion, and damping capability to reduce displacement at the isolation interface and the transmission of energy from the ground into the structure at the isolation frequency.
- Standard61 pagesEnglish languagesale 15% off
- Standard61 pagesEnglish languagesale 15% off
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 for the seismic situation, material characteristics, manufacturing and testing requirements, as well as evaluation of conformity, 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.
- Standard177 pagesEnglish languagesale 10% offe-Library read for1 day
ISO 3010:2017 (including both the super structure and foundation) and other structures. ISO 3010:2017 is not applicable to certain structures, such as bridges, dams, geotechnical works and tunnels, although some of the principles can be referred to for the seismic design of those structures. ISO 3010:2017 is not applicable to nuclear power plants, since these are dealt with separately in other International Standards. In regions where the seismic hazard is low, methods of design for structural integrity can be used in lieu of methods based on a consideration of seismic actions. ISO 3010:2017 is not a legally binding and enforceable code. It can be viewed as a source document that is utilized in the development of codes of practice by the competent authority responsible for issuing structural design regulations. NOTE 1 This document has been prepared mainly for new engineered structures. The principles are, however, applicable to developing appropriate prescriptive rules for non-engineered structures (see Annex N). The principles could also be applied to evaluating seismic actions on existing structures. NOTE 2 Other structures include self-supporting structures other than buildings that carry gravity loads and are required to resist seismic actions. These structures include seismic force-resisting systems similar to those in buildings, such as a trussed tower or a pipe rack, or systems very different from those in buildings, such as a liquid storage tank or a chimney. Additional examples include structures found at chemical plants, mines, power plants, harbours, amusement parks and civil infrastructure facilities. NOTE 3 The level of seismic hazard that would be considered low depends not only on the seismicity of the region but also on other factors, including types of construction, traditional practices, etc. Methods of design for structural integrity include nominal design horizontal forces (such as an equivalent static loading determined from a simplified equivalent static analysis) which provide a measure of protection against seismic actions.
- Standard60 pagesEnglish languagesale 15% off
This European Standard specifies the structural design requirements applicable to all types of adjustable pallet racking systems fabricated from steel members, intended for storage of unit loads and subject to seismic actions.
This European Standard gives guidelines for the design of clad rack buildings in seismic zones and where requirements are not covered in EN 1998.
This European Standard does not cover other generic types of storage structures. Specifically, this European Standard does not apply to mobile storage systems, drive-in, drive-through and cantilever racks or static steel shelving systems.
This European Standard does not apply to the design of seismic isolated racking structures.
- Standard83 pagesEnglish languagesale 10% offe-Library read for1 day
Complementary to Eurocodes 1 to 7 and 9. Additional provisions for the structural design of buildings and civil engineering works to be constructed in seismic regions where risk to life and/or risk of structural damage are required to be reduced. General requirements and rules for assessment of seismic actions and combinations with other actions. General rules for earthquake resistant design of buildings and specific rules for buildings and elements constructed with each of the various structural materials.
- Amendment5 pagesEnglish languagesale 10% offe-Library read for1 day
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.
- Corrigendum6 pagesEnglish languagesale 10% offe-Library read for1 day
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.
- Corrigendum6 pagesEnglish languagesale 10% offe-Library read for1 day
ISO 13033:2013 establishes the means to derive seismic actions on nonstructural components and systems (NSCS) supported by or attached to new or existing buildings. It also provides procedures for the verification of NSCS seismic capacities. NSCS include architectural elements, mechanical and electrical systems, and building contents. ISO 13033:2013 is not a legally binding and enforceable code. It is a source document that is utilized in the development of codes of practice by the competent authority responsible for issuing structural design regulations. It is intended for application by regional and national standards committees when preparing standards for the seismic performance of NSCS. ISO 13033:2013 does not specifically cover industrial facilities, including nuclear power plants, since these are dealt with separately in other International Standards. However, the principles in ISO 13033:2013 can be appropriate for the derivation of seismic actions for NSCS in such facilities.
- Standard43 pagesEnglish languagesale 15% off
Complementary to Eurocodes 1 to 7 and 9. Additional provisions for the structural design of buildings and civil engineering works to be constructed in seismic regions where risk to life and/or risk of structural damage are required to be reduced. General requirements and rules for assessment of seismic actions and combinations with other actions. General rules for earthquake resistant design of buildings and specific rules for buildings and elements constructed with each of the various structural materials.
- Amendment5 pagesEnglish languagesale 10% offe-Library read for1 day
(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.
- Amendment4 pagesEnglish languagesale 10% offe-Library read for1 day
(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.
- Amendment4 pagesEnglish languagesale 10% offe-Library read for1 day
EUROCODE - NO CONSOLIDATION AT PUBLICATION
2013: Originator of XML version: first setup pilot of CCMC in 2012
- Amendment11 pagesEnglish languagesale 10% offe-Library read for1 day
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.
- Standard81 pagesEnglish languagesale 10% offe-Library read for1 day
Complementary to EN 1992-2, EN 1993-2 and EN 1994-2. Design rules for earthquake resistant design of steel, concrete and composite bridges.
- Standard146 pagesEnglish languagesale 10% offe-Library read for1 day
(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 (2), (4) and (5). Additional parts of Eurocode 8 are indicated in EN 1998-1: 2004, 1.1.3.
(2) The scope of EN 1998-3 is as follows:
- To provide criteria for the evaluation of the seismic performance of existing individual building structures.
- To describe the approach in selecting necessary corrective measures
- To set forth criteria for the design of retrofitting measures (i.e. conception, structural analysis including intervention measures, final dimensioning of structural parts and their connections to existing structural elements).
NOTE For the purposes of this standard, retrofitting covers both the strengthening of undamaged structures and the repair of earthquake damaged structures.
(3) When designing a structural intervention to provide adequate resistance against seismic actions, structural verifications should also be made with respect to non-seismic load combinations.
(4) Reflecting the basic requirements of EN 1998-1: 2004, this Standard covers the seismic assessment and retrofitting of buildings made of the more commonly used structural materials: concrete, steel, and masonry.
NOTE Informative Annexes A, B and C contain additional information related to the assessment of reinforced concrete, steel and composite, and masonry buildings, respectively, and to their upgrading when necessary.
(5) Although the provisions of this Standard are applicable to all categories of buildings, the seismic assessment and retrofitting of monuments and historical buildings often requires different types of provisions and approaches, depending on the nature of the monuments.
- Standard89 pagesEnglish languagesale 10% offe-Library read for1 day
- Standard – translation70 pagesSlovenian languagesale 10% offe-Library read for1 day
Complementary to material related Eurocode parts dealing with towers, masts and chimneys. Design rules for the earthquake resistant design of tall, slender structures: towers, including bell-towers and intake towers, masts, industrial chimneys and lighthouses constructed in reinforced concrete or steel.
- Standard47 pagesEnglish languagesale 10% offe-Library read for1 day
Complementary to Eurocodes 1 to 7 and 9. Additional provisions for the structural design of buildings and civil engineering works to be constructed in seismic regions where risk to life and/or risk of structural damage are required to be reduced. General requirements and rules for assessment of seismic actions and combinations with other actions. General rules for earthquake resistant design of buildings and specific rules for buildings and elements constructed with each of the various structural materials.
- Standard229 pagesEnglish languagesale 10% offe-Library read for1 day
- Standard – translation191 pagesSlovenian languagesale 10% offe-Library read for1 day
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.
- Standard44 pagesEnglish languagesale 10% offe-Library read for1 day
(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.
- Corrigendum2 pagesEnglish languagesale 10% offe-Library read for1 day
ISO 4866:2010 establishes principles for carrying out vibration measurement and processing data with regard to evaluating vibration effects on structures. It does not cover the source of excitation except when the source dictates dynamic range, frequency or other relevant parameters. The evaluation of the effects of structural vibration is primarily obtained from the response of the structure, using appropriate analytical methods by which the frequency, duration and amplitude can be defined. ISO 4866:2010 only deals with the measurement of structural vibration and excludes the measurement of airborne sound pressure and other pressure fluctuations, although response to such excitations is taken into consideration. ISO 4866:2010 applies to all structures built above or below ground. Such structures are used or maintained and include buildings, structures of archaeological and historical value (cultural heritage), bridges and tunnels, gas and liquid installations including pipelines, earth structures (e.g. dykes and embankments), and fixed marine installations (e.g. quays and wharfs). ISO 4866:2010 does not apply to some special structures, including nuclear plants and dams. The response of structures depends upon the excitation. ISO 4866:2010 examines the methods of measurement as affected by the source of excitation, i.e. frequency, duration, and amplitude as induced by any source (e.g. earthquake, hurricane, explosion, wind loading, airborne noise, sonic boom, internal machinery, traffic, and construction activities).
- Standard40 pagesEnglish languagesale 15% off
- Standard42 pagesFrench languagesale 15% off
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
- Corrigendum2 pagesEnglish languagesale 10% offe-Library read for1 day
TC - Editorial modifications in the whole E mother standard.
- Corrigendum8 pagesEnglish languagesale 10% offe-Library read for1 day
TC - Editorial modifications in the whole E mother standard.
2013: Originator of XML version: first setup pilot of CCMC in 2012
- Corrigendum8 pagesEnglish languagesale 10% offe-Library read for1 day
(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.
- Amendment11 pagesEnglish languagesale 10% offe-Library read for1 day
- National annex13 pagesSlovenian languagesale 10% offe-Library read for1 day
ISO 10137:2007 gives recommendations on the evaluation of serviceability against vibrations of buildings, and walkways within buildings or connecting them or outside of buildings. It covers three recipients of vibrations: human occupancy in buildings and on walkways; the contents of the building; the structure of the building. It does not include bridges that carry vehicular traffic, even in conjunction with pedestrian traffic, nor the design of foundations or supporting structures of machinery.
- Standard44 pagesEnglish languagesale 15% off
- Standard44 pagesEnglish languagesale 15% off
- National annex3 pagesSlovenian languagesale 10% offe-Library read for1 day
- National annex3 pagesSlovenian languagesale 10% offe-Library read for1 day
- National annex3 pagesSlovenian languagesale 10% offe-Library read for1 day
- National annex3 pagesSlovenian languagesale 10% offe-Library read for1 day
- National annex6 pagesSlovenian languagesale 10% offe-Library read for1 day
Providing principles and application rules for the seismic design of the structural aspects of integrated facilities composed of pipeline systems and of storage tanks of different types and destinations, as well as for independent items, such as for example single water towers serving a specific purpose or groups of silos enclosing granular materials, etc. This standard may also be used as a basis for evaluating the amount of strengthening needed by existing facilities to bring them up to present standards.
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