ISO 3010-2017 Bases for design of structures - Seismic actions on structures《建筑设计基础 对建筑物的地震作用》.pdf

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1、 ISO 2017 Bases for design of structures Seismic actions on structures Bases du calcul des constructions Actions sismiques sur les structures INTERNATIONAL STANDARD ISO 3010 Third edition 2017-03 Reference number ISO 3010:2017(E) ISO 3010:2017(E)ii ISO 2017 All rights reserved COPYRIGHT PROTECTED DO

2、CUMENT ISO 2017, Published in Switzerland All 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 writt

3、en permission. Permission can be requested from either ISO at the address below or ISOs member body in the country of the requester. ISO copyright office Ch. de Blandonnet 8 CP 401 CH-1214 Vernier, Geneva, Switzerland Tel. +41 22 749 01 11 Fax +41 22 749 09 47 copyrightiso.org www.iso.org ISO 3010:2

4、017(E)Foreword v Introduction vi 1 Scope . 1 2 Normative references 1 3 T erms and definitions . 1 4 Symbols and abbreviated terms . 3 5 Bases of seismic design 4 6 Principles of seismic design 4 6.1 Site conditions . 4 6.2 Structural configuration 5 6.2.1 Plan irregularities . 5 6.2.2 Vertical irre

5、gularities . 5 6.3 Influence of nonstructural elements 5 6.4 Strength and ductility 5 6.5 Deformation of the structure 6 6.6 Response control systems . 6 6.7 Foundations . 6 7 Principles of evaluating seismic actions 6 7.1 Variable and accidental actions 6 7.2 Dynamic and equivalent static analyses

6、. 6 7.2.1 Equivalent static analysis . 6 7.2.2 Dynamic analysis . 7 7.2.3 Nonlinear static analysis . 7 7.3 Criteria for determination of seismic actions . 7 7.3.1 Seismicity of the region 7 7.3.2 Site conditions 7 7.3.3 Dynamic properties of the structure 7 7.3.4 Consequence of failure of the struc

7、ture . 8 7.3.5 Spatial variation of earthquake ground motion 8 8 Evaluation of seismic actions by equivalent static analysis . 8 8.1 Equivalent static loadings 8 8.1.1 ULS . 8 8.1.2 SLS 9 8.2 Seismic action effects within the seismic force-resisting system .10 8.3 Seismic actions on parts of structu

8、res .10 9 Evaluation of seismic actions by dynamic analysis11 9.1 General 11 9.2 Dynamic analysis procedures .11 9.3 Response spectrum analysis 11 9.4 Response history analysis and earthquake ground motions .11 9.4.1 Recorded earthquake ground motions 11 9.4.2 Simulated earthquake ground motions 12

9、9.5 Model of the structure .12 9.6 Evaluation of analytical results 13 10 Nonlinear static analysis .13 11 Estimation of par aseismic influenc es 13 Annex A (informative) Load factors as related to the reliability of the structure, seismic hazard zoning factor and representative values of earthquake

10、 ground motion intensity.14 Annex B (informative) Normalized design response spectrum 18 ISO 2017 All rights reserved iii Contents Page ISO 3010:2017(E)Annex C (informative) Seismic force distribution parameters for equivalent static analysis .21 Annex D (informative) Structural design factor for li

11、near analysis 25 Annex E (informative) Combination of components of seismic action 28 Annex F (informative) Torsional moments .30 Annex G (informative) Damping ratio 32 Annex H (informative) Dynamic analysis .35 Annex I (informative) Nonlinear static analysis and capacity spectrum method.40 Annex J

12、(informative) Soil-structure interaction 44 Annex K (informative) Seismic design of high-rise buildings .47 Annex L (informative) Deformation limits 49 Annex M (informative) Response control systems 50 Annex N (informative) Non-engineered construction .54 Annex O (informative) Tsunami actions 56 Ann

13、ex P (informative) P ar aseismic influenc es .59 Bibliography .60 iv ISO 2017 All rights reserved ISO 3010:2017(E) Foreword ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standar

14、ds is normally carried out through ISO technical 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

15、 part in the work. ISO collaborates closely 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 par

16、ticular the different approval criteria needed 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 (see www. iso. org/ directives). Attention is drawn to the possibility that some of the elements

17、 of this document may be the subject of patent rights. 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 (s

18、ee www. iso. org/ patents). Any trade name used in this document is information given for the convenience of users and does not constitute an endorsement. For an explanation on the voluntary nature of standards, the meaning of ISO specific terms and expressions related to conformity assessment, as w

19、ell as information about ISOs adherence to the World Trade Organization (WTO) principles in the Technical Barriers to Trade (TBT) see the following URL: www .iso. org/ iso/ foreword. html. This document was prepared by ISO/TC 98, Bases for design of structures, Subcommittee SC 3, Loads, forces and o

20、ther actions. This third edition cancels and replaces the second edition (ISO 3010:2001), which has been technically revised. ISO 2017 All rights reserved v ISO 3010:2017(E) Introduction This document presents basic principles for the evaluation of seismic actions on structures. The seismic actions

21、described are fundamentally compatible with ISO 2394. It also includes principles of seismic design, since the evaluation of seismic actions on structures and the design of the structures are closely related. Annexes A to P of this document are for information only. NOTE 1 ISO 23469 and ISO 13033 ar

22、e companion documents to this document. They provide basic design criteria for geotechnical works and for nonstructural components and systems, respectively. NOTE 2 ISO 23469 specifies the procedure to determine the design ground motion for the dynamic analysis of geotechnical works. The procedure i

23、n ISO 23469 is applicable to the generation of design ground motion for the structures that exhibit interaction with the ground or the geotechnical works. NOTE 3 ISO 13033 and its annexes use the same terms and definitions that are used in this document. The ground motion criteria specified in ISO 1

24、3033 are the same criteria that are used in this document. The demand on nonstructural components and systems is directly 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

25、 referenced to this document.vi ISO 2017 All rights reserved Bases for design of structures Seismic actions on structures 1 Scope This document specifies principles of evaluating seismic actions for the seismic design of buildings (including both the super structure and foundation) and other structu

26、res. This document 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. This document is not applicable to nuclear power plants, since these are dealt with separa

27、tely 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. This document is not a legally binding and enforceable code. It can be viewed as a source document

28、 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 rule

29、s 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 structu

30、res 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, harb

31、ours, 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 integri

32、ty 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. 2 Normative references The following documents are referred to in the text in such a way that some

33、 or all of their content constitutes requirements of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. ISO 13033, Bases for design of structures Loads, forces and other action

34、s Seismic actions on nonstructural components for building applications 3 T erms a nd definiti ons For the purposes of this document, the following terms and definitions apply. ISO and IEC maintain terminological databases for use in standardization at the following addresses: IEC Electropedia: avai

35、lable at h t t p :/ www .electropedia .org/ ISO Online browsing platform: available at h t t p :/ www .iso .org/ obp INTERNATIONAL ST ANDARD ISO 3010:2017(E) ISO 2017 All rights reserved 1 ISO 3010:2017(E) 3.1 base shear design horizontal force acting at the base of the structure 3.2 complete quadra

36、tic combination method CQC method to evaluate the maximum response of a structure by the quadratic combination of modal response values 3.3 ductility ability to deform beyond the elastic limit under cyclic loadings without significant reduction in strength or energy absorption capacity 3.4 liquefact

37、ion loss or significant reduction of shear strength and stiffness under cyclic loadings in saturated, loose, cohesionless soils 3.5 moderate earthquake ground motion ground motion used for SLS caused by earthquakes which may be expected to occur at the site during the service life of the structure N

38、ote 1 to entry: See Annex A. 3.6 normalized design response spectrum spectrum to determine the base shear factor relative to the maximum ground acceleration as a function of the fundamental natural period of the structure 3.7 p a r a s ei s m ic i n f l uenc e s ground motion whose characteristics a

39、re similar to those of earthquake ground motions, but its sources are mainly due to industrial, explosive, traffic, and other human activities 3.8 P-delta effect second-order effect which is caused by the action of gravity on the displaced mass 3.9 restoring force force exerted by the deformed struc

40、ture or structural elements which tends to move the structure or structural elements to the original position 3.10 seismic force distribution factor of the ith level k F,i factor to distribute the seismic base shear to the ith level, which characterizes the distribution of seismic forces in elevatio

41、n, where F, = 1 Note 1 to entry: See Annex C. 3.11 seismic hazard zoning factor k Z factor to express the relative seismic hazard of the region2 ISO 2017 All rights reserved ISO 3010:2017(E) 3.12 seismic shear factor factor to give seismic shear of one level, that is defined as the seismic shear of

42、the level divided by the weight of the structure above the level 3.13 seismic shear distribution factor of the ith level k V,i ratio of the seismic shear factor of the ith level to the seismic shear factor of the base, which characterizes the distribution of seismic shears in elevation where k V,i=

43、1 at the base and usually becomes largest at the top Note 1 to entry: See Annex C. 3.14 severe earthquake ground motion ground motion used for ULS caused by an earthquake that could occur at the site Note 1 to entry: See Annex A. 3.15 soil-structure interaction effect by which structure and surround

44、ing soil mutually affect their overall response 3.16 square root of sum of squares method method to evaluate the maximum response of a structure by the square root of the sum of the squares of modal response values 3.17 structural design factor k D factor to reduce seismic forces or shears to levels

45、 to be used for design, taking into account ductility, acceptable deformation, restoring force characteristics, and overstrength of the structure 4 Symbols and abbreviated terms F E,s,i design lateral seismic force of the ith level of a structure for SLS F E,u,i design lateral seismic force of the i

46、th level of a structure for ULS F G,i gravity load at the ith level of the structure k E,s representative value of earthquake ground motion intensity for SLS k E,u representative value of earthquake ground motion intensity for ULS k R ordinate of the normalized design response spectrum k S soil fact

47、or n number of levels above the base SLS serviceability limit state SRSS square root of sum of squares SSI soil-structure interaction ULS ultimate limit state ISO 2017 All rights reserved 3 ISO 3010:2017(E) V E,s,i design lateral seismic shear of the ith level of a structure for SLS V E,u,i design l

48、ateral seismic shear of the ith level of a structure for ULS E,s load factor as related to reliability of the structure for SLS E,u load factor as related to reliability of the structure for ULS 5 Bases of seismic design The basic philosophy of seismic design of structures is, in the event of earthq

49、uakes to prevent human casualties, to ensure continuity of vital services, and to reduce damage to property. In addition to these, societal goals for the environment should be considered. It is recognized that to give complete protection against all earthquakes is not economically feasible for most types of structures. This document states the following basic principles. a) The structure should not collapse nor experience other similar forms of structural failure due to severe earthquake ground motions that could occur at th