1、BSI Standards PublicationBS ISO 13033:2013Bases for design of structures Loads, forces and otheractions Seismic actions onnonstructural components forbuilding applicationsBS ISO 13033:2013 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of ISO 13033:2013. The UK parti
2、cipation in its preparation was entrusted to TechnicalCommittee B/525/1, Actions (loadings) and basis of design.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a contract. U
3、sers are responsible for its correct application. The British Standards Institution 2013. Published by BSI Standards Limited 2013ISBN 978 0 580 73842 5 ICS 91.080.01; 91.120.25 Compliance with a British Standard cannot confer immunity from legal obligations.This British Standard was published under
4、the authority of the Standards Policy and Strategy Committee on 31 August 2013.Amendments issued since publicationDate T e x t a f f e c t e dBS ISO 13033:2013 ISO 2013Bases for design of structures Loads, forces and other actions Seismic actions on nonstructural components for building applications
5、Bases du calcul des constructions Charges, forces et autres actions Actions sismiques sur les composants non structurels destins aux applications du btimentINTERNATIONAL STANDARDISO13033First edition2013-08-01Reference numberISO 13033:2013(E)BS ISO 13033:2013ISO 13033:2013(E)ii ISO 2013 All rights r
6、eservedCOPYRIGHT PROTECTED DOCUMENT ISO 2013All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying, or posting on the internet or an intranet, without prior wri
7、tten permission. Permission can be requested from either ISO at the address below or ISOs member body in the country of the requester.ISO copyright officeCase postale 56 CH-1211 Geneva 20Tel. + 41 22 749 01 11Fax + 41 22 749 09 47E-mail copyrightiso.orgWeb www.iso.orgPublished in SwitzerlandBS ISO 1
8、3033:2013ISO 13033:2013(E) ISO 2013 All rights reserved iiiContents PageForeword vIntroduction vi1 Scope . 11.1 General . 11.2 Relationship with ISO 3010 . 11.3 Components requiring evaluation . 11.4 Components excluded . 22 Normative references 23 Terms and definitions . 24 Symbols and abbreviated
9、terms . 35 Seismic design objectives and performance criteria 46 Sources of seismic demand on NSCS 56.1 General . 56.2 Inertial demand 56.3 Relative displacement demand . 56.4 Impact demand . 67 General conditions for determining seismic demand on NSCS 67.1 General . 67.2 Determining seismic demand
10、assuming NSCS does not influence building response 67.3 Determining seismic demands assuming NSCS influences building response 78 Quantification of elastic seismic demand on NSCS . 78.1 General . 78.2 Inertial force demands determined by dynamic analysis 78.3 Inertial elastic force demands determine
11、d by equivalent static analysis 88.4 Seismic relative displacement demands 108.5 Impact demand 119 Verification of NSCS .119.1 Performance acceptance criteria 119.2 Verification by design analysis . 129.3 Verification by seismic qualification testing . 139.4 Verification by documented performance in
12、 past earthquakes (experience data) 159.5 Verification by a combination of procedures .1510 Verification of seismic load path between NSCS and building structural system 1511 Quality assurance and enforcement .16Annex A (informative) Identification of NSCS requiring seismic evaluation .17Annex B (in
13、formative) Principles for choosing importance factors for NSCS .20Annex C (informative) Principles for choosing the floor response amplification factor (height factor) 22Annex D (informative) Principles for choosing the component amplification factor (resonance factor)24Annex E (informative) Princip
14、les for determining response modification factors 26Annex F (informative) Principles for determining seismic relative displacements for drift-sensitive components .27Annex G (informative) Floor response spectra .29Annex H (informative) Methods for verifying NSCS by design analysis .32BS ISO 13033:20
15、13ISO 13033:2013(E)iv ISO 2013 All rights reservedAnnex I (informative) NSCS verification by shake table testing 35Annex J (informative) NSCS verification through use of experience data .37Annex K (informative) Principles of seismic anchorage of NSCS .38Annex L (informative) Quality assurance in des
16、ign and construction .42Bibliography .43BS ISO 13033:2013ISO 13033:2013(E)ForewordISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO tec
17、hnical committees. Each member body interested in a subject for which a technical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closel
18、y with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization.The procedures used to develop this document and those intended for its further maintenance are described in the ISO/IEC Directives, Part 1. In particular the different approval criteria nee
19、ded for the different types of ISO documents should be noted. This document was drafted in accordance with the editorial rules of the ISO/IEC Directives, Part 2. www.iso.org/directivesAttention is drawn to the possibility that some of the elements of this document may be the subject of patent rights
20、. ISO shall not be held responsible for identifying any or all such patent rights. Details of any patent rights identified during the development of the document will be in the Introduction and/or on the ISO list of patent declarations received. www.iso.org/patentsAny trade name used in this documen
21、t is information given for the convenience of users and does not constitute an endorsement. The committee responsible for this document is ISO/TC 98, Bases for design of structures, Subcommittee SC 3, Loads, forces and other actions ISO 2013 All rights reserved vBS ISO 13033:2013ISO 13033:2013(E)Int
22、roductionThis International Standard presents basic principles for the evaluation of seismic actions on architectural, mechanical and electrical components and systems (i.e. nonstructural components) in building applications. The seismic actions described are fundamentally compatible with ISO 2394.1
23、This International Standard is intended to be a companion document to ISO 3010, Basis for design of structures Seismic actions on structures. It includes not only principles of seismic design but also procedures for the verification of component and system capacity to ensure that those capacities ex
24、ceed seismic demands. Full verification of components and systems adequacy generally includes other actions not addressed by this International Standard in combination with seismic actions.This International Standard includes limit states associated with post-earthquake functionality of nonstructura
25、l components. Some of these limit states address the overall safety of the building occupants, while others address the safety of the surrounding community impacted by functional failure of the facility. It therefore includes requirements for equipment and systems that demonstrate that they will fun
26、ction as needed to achieve the overall safety goals following the earthquake.The approach used in this International Standard is to first define the goals and performance objectives and then determine the seismic demands on nonstructural components and systems. The seismic demands, which are complex
27、 in nature, are initially described in a general way. Then, based on reasonable assumptions, seismic demands are quantified in a simple manner that is efficient for use in most situations. The simplified demands are based on the assumption that the seismic response of nonstructural components and sy
28、stems have a negligible effect on the primary response of the structure. A series of annexes included with this International Standard provide informative guidance on determining simplified coefficients, performing evaluation of components, and implementing alternative testing/empirical procedures u
29、sed for verification including those needed to demonstrate functionality to achieve the overall post-earthquake safety goals.vi ISO 2013 All rights reservedBS ISO 13033:2013Bases for design of structures Loads, forces and other actions Seismic actions on nonstructural components for building applica
30、tions1 Scope1.1 GeneralThis International Standard 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 architect
31、ural elements, mechanical and electrical systems, and building contents.This International Standard 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 reg
32、ulations. This International Standard is intended for application by regional and national standards committees when preparing standards for the seismic performance of NSCS.This International Standard does not specifically cover industrial facilities, including nuclear power plants, since these are
33、dealt with separately in other International Standards. However, the principles in this International Standard can be appropriate for the derivation of seismic actions for NSCS in such facilities.NOTE 1 This International Standard has been prepared mainly for NSCS associated with engineered building
34、s. The principles are, however, applicable to non-engineered buildings.NOTE 2 Procedures for the verification of the supporting building structure for gravity and seismic actions applied by the NSCS are outside the scope of this International Standard and are provided in ISO 3010.1.2 Relationship wi
35、th ISO 3010This International Standard is a companion document to ISO 3010, Basis for design of structures Seismic actions on structures. ISO 3010 and its annexes provide basic seismic design criteria to be used in the design of structures but they do not provide design criteria for NSCS (except for
36、 those that can influence the structural response). For consistency, the terms and definitions that are in common with ISO 3010 are also used in this International Standard.The same ground motion criteria specified in ISO 3010 are also used in this International Standard. The demand on NSCS is direc
37、tly related to the response of the building in which they are located. Therefore, the procedures used to determine the design ground motion and building seismic response are directly referenced by this International Standard.1.3 Components requiring evaluationEvaluation of NSCS for seismic actions i
38、s required where any of the following apply:a) the NSCS poses a falling hazard;b) the failure of the NSCS can impede the evacuation of the building;c) the NSCS contains hazardous materials;d) the NSCS is necessary to the continuing function of essential facilities after the event; ande) damage to th
39、e NSCS represents a significant financial loss.INTERNATIONAL STANDARD ISO 13033:2013(E) ISO 2013 All rights reserved 1BS ISO 13033:2013ISO 13033:2013(E)Guidance for identification of NSCS that require seismic evaluation is provided in Annex A.NOTE Pre-assembled modular mechanical and electrical unit
40、s (e.g. heating and cooling modules) may be treated as an assembly of components supported by the modular unit housing structure (see 9.5).1.4 Components excludedThe requirements of this International Standard are not intended for application to furnishings, or temporary or relocatable components (s
41、ee Annex A).With the exception of parapets (as described in Annex A), application of this International Standard to components in buildings subject to low levels of seismic hazard may not be warranted.2 Normative referencesThe following documents, in whole or in part, are normatively referenced in t
42、his document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.ISO 3010:2001, Basis for design of structures Seismic actions on structures3 Terms an
43、d definitionsFor the purposes of this document, the terms and definitions given in ISO 3010 and the following apply.3.1ductilityability to deform beyond the elastic limit under cyclic loading without significant reduction in strength or energy absorption capacity3.2interstorey driftlateral displacem
44、ent within a storey3.3moderate earthquake ground motionmoderate ground motion caused by earthquakes which can be expected to occur during the service life of the building3.4overstrengthincrease in strength of a structural element above that designed or specifiedNote 1 to entry: For nonstructural com
45、ponents, overstrength is used to provide an additional margin in the design of anchorage and bracing to prevent premature failure of these elements. Overstrength factors are based on judgment.3.5restoring forceforce exerted on the deformed component which tends to move the component to the original
46、position following earthquake motions3.6seismic hazard zone factorfactor to express the relative seismic hazard of the region3.7serviceability limit statelimit state beyond which the serviceability criteria of NSCS are no longer satisfied2 ISO 2013 All rights reservedBS ISO 13033:2013ISO 13033:2013(
47、E)3.8structural factorfactor to reduce seismic design forces, taking into account ductility, acceptable deformation, restoring force characteristics and overstrength (overcapacity) of the structure3.9ultimate limit statelimit state beyond which NSCS collapse, overturning, release of hazardous conten
48、ts, or, in the case of critical facilities, loss of function is expected to occurNote 1 to entry: See Clause 5 a) for NSCS performance criteria for ultimate limit states.4 Symbols and abbreviated termsADiacceleration at level i obtained from a dynamic analysis (see Annex G)Aiordinate of the normaliz
49、ed floor response spectrum at level iAflexibleparameter defining the normalized floor response spectrum for flexible componentsArigidparameter defining the normalized floor response spectrum for rigid componentsf0, f1, f2, f3frequencies defining floor response spectrum (see Annex G)FD,p,u,i(FD,p,s,i)design lateral seismic force of the NSCS attached at level i of the building structure for ULS (SLS)FE,p,u,i(FE,p,s,i)elastic lateral seismic force of the NSCS attached at level i of the building structure for ULS (SLS)FG,pweight of the NSCSH
