{"id":218429,"date":"2024-10-19T14:10:13","date_gmt":"2024-10-19T14:10:13","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-130332013\/"},"modified":"2024-10-25T07:24:33","modified_gmt":"2024-10-25T07:24:33","slug":"bs-iso-130332013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-130332013\/","title":{"rendered":"BS ISO 13033:2013"},"content":{"rendered":"

1.1<\/b>General<\/p>\n

This 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 architectural elements, mechanical and electrical systems, and building contents.<\/p>\n

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 regulations. This International Standard is intended for application by regional and national standards committees when preparing standards for the seismic performance of NSCS.<\/p>\n

This International Standard does not specifically cover industrial facilities, including nuclear power plants, since these are 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.<\/p>\n

\n

NOTE 1 This International Standard has been prepared mainly for NSCS associated with engineered buildings. The principles are, however, applicable to non-engineered buildings.<\/p>\n<\/blockquote>\n

\n

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.<\/p>\n<\/blockquote>\n

1.2<\/b> Relationship with ISO 3010<\/p>\n

This International Standard is a companion document to ISO 3010, Basis for design of structures \u2014 Seismic actions on structures<\/i>. 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 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.<\/p>\n

The same ground motion criteria specified in ISO 3010 are also used in this International Standard. The demand on NSCS 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 referenced by this International Standard.<\/p>\n

1.3<\/b> Components requiring evaluation<\/p>\n

Evaluation of NSCS for seismic actions is required where any of the following apply:<\/p>\n

    \n
  1. \n

    the NSCS poses a falling hazard;<\/p>\n<\/li>\n

  2. \n

    the failure of the NSCS can impede the evacuation of the building;<\/p>\n<\/li>\n

  3. \n

    the NSCS contains hazardous materials;<\/p>\n<\/li>\n

  4. \n

    the NSCS is necessary to the continuing function of essential facilities after the event; and<\/p>\n<\/li>\n

  5. \n

    damage to the NSCS represents a significant financial loss.<\/p>\n<\/li>\n<\/ol>\n

    Guidance for identification of NSCS that require seismic evaluation is provided in Annex A.<\/p>\n

    \n

    NOTE Pre-assembled modular mechanical and electrical units (e.g. heating and cooling modules) may be treated as an assembly of components supported by the modular unit housing structure (see 9.5).<\/p>\n<\/blockquote>\n

    1.4<\/b> Components excluded<\/p>\n

    The requirements of this International Standard are not intended for application to furnishings, or temporary or relocatable components (see Annex A).<\/p>\n

    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.<\/p>\n

    PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
    PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
    7<\/td>\nForeword <\/td>\n<\/tr>\n
    8<\/td>\nIntroduction <\/td>\n<\/tr>\n
    9<\/td>\nSection sec_1
    Section sec_1.1
    Section sec_1.2
    Section sec_1.3
    1\tScope
    1.1\tGeneral
    1.2\tRelationship with ISO\u00a03010
    1.3\tComponents requiring evaluation <\/td>\n<\/tr>\n
    10<\/td>\nSection sec_1.4
    Section sec_2
    Section sec_3
    Section sec_3.1
    Section sec_3.2
    Section sec_3.3
    Section sec_3.4
    Section sec_3.5
    Section sec_3.6
    Section sec_3.7
    1.4\tComponents excluded
    2\tNormative references
    3\tTerms and definitions <\/td>\n<\/tr>\n
    11<\/td>\nSection sec_3.8
    Section sec_3.9
    Section sec_4
    4\tSymbols and abbreviated terms <\/td>\n<\/tr>\n
    12<\/td>\nSection sec_5
    5\tSeismic design objectives and performance criteria <\/td>\n<\/tr>\n
    13<\/td>\nSection sec_6
    Section sec_6.1
    Section sec_6.2
    Section sec_6.3
    6\tSources of seismic demand on NSCS
    6.1\tGeneral
    6.2\tInertial demand
    6.3\tRelative displacement demand <\/td>\n<\/tr>\n
    14<\/td>\nSection sec_6.4
    Section sec_7
    Section sec_7.1
    Section sec_7.2
    6.4\tImpact demand
    7\tGeneral conditions for determining seismic demand on NSCS
    7.1\tGeneral
    7.2\tDetermining seismic demand assuming NSCS does not influence building response <\/td>\n<\/tr>\n
    15<\/td>\nSection sec_7.3
    Section sec_8
    Section sec_8.1
    Section sec_8.2
    7.3\tDetermining seismic demands assuming NSCS influences building response
    8\tQuantification of elastic seismic demand on NSCS
    8.1\tGeneral
    8.2\tInertial force demands determined by dynamic analysis <\/td>\n<\/tr>\n
    16<\/td>\nSection sec_8.3
    Section sec_8.3.1
    Section sec_8.3.2
    8.3\tInertial elastic force demands determined by equivalent static analysis <\/td>\n<\/tr>\n
    17<\/td>\nSection sec_8.3.3
    Section sec_8.3.3.1
    Section sec_8.3.3.2
    Section sec_8.3.3.3 <\/td>\n<\/tr>\n
    18<\/td>\nSection sec_8.3.4
    Section sec_8.4
    Section sec_8.4.1
    Section sec_8.4.2
    Section sec_8.4.3
    8.4\tSeismic relative displacement demands <\/td>\n<\/tr>\n
    19<\/td>\nSection sec_8.4.4
    Section sec_8.5
    Section sec_9
    Section sec_9.1
    8.5\tImpact demand
    9\tVerification of NSCS
    9.1\tPerformance acceptance criteria <\/td>\n<\/tr>\n
    20<\/td>\nSection sec_9.2
    9.2\tVerification by design analysis <\/td>\n<\/tr>\n
    21<\/td>\nSection sec_9.3
    Section sec_9.3.1
    Section sec_9.3.2
    Section sec_9.3.2.1
    Section sec_9.3.2.2
    Section sec_9.3.2.3
    9.3\tVerification by seismic qualification testing <\/td>\n<\/tr>\n
    22<\/td>\nSection sec_9.3.3
    Section sec_9.3.3.1
    Section sec_9.3.3.2
    Section sec_9.3.3.3 <\/td>\n<\/tr>\n
    23<\/td>\nSection sec_9.4
    Section sec_9.5
    Section sec_10
    9.4\tVerification by documented performance in past earthquakes (experience data)
    9.5\tVerification by a combination of procedures
    10\tVerification of seismic load path between NSCS and building structural system <\/td>\n<\/tr>\n
    24<\/td>\nSection sec_11
    11\tQuality assurance and enforcement <\/td>\n<\/tr>\n
    25<\/td>\nAnnex sec_A
    Annex sec_A.1
    Annex sec_A.1.1
    Annex sec_A.1.2
    Annex sec_A.1.3
    Annex sec_A.1.4
    Annex\u00a0A
    \n(informative)<\/p>\n

    Identification of NSCS requiring seismic evaluation <\/td>\n<\/tr>\n

    26<\/td>\nAnnex sec_A.1.5
    Annex sec_A.2
    Annex sec_A.3
    Annex sec_A.3.1
    Annex sec_A.3.2 <\/td>\n<\/tr>\n
    28<\/td>\nAnnex sec_B
    Annex sec_B.1
    Annex sec_B.2
    Table tab_B.1
    Annex\u00a0B
    \n(informative)<\/p>\n

    Principles for choosing importance factors for NSCS <\/td>\n<\/tr>\n

    29<\/td>\nTable tab_B.2 <\/td>\n<\/tr>\n
    30<\/td>\nAnnex sec_C
    Annex sec_C.1
    Annex sec_C.2
    Annex sec_C.3
    Annex\u00a0C
    \n(informative)<\/p>\n

    Principles for choosing the floor response amplification factor (height factor) <\/td>\n<\/tr>\n

    31<\/td>\nFigure fig_C.1 <\/td>\n<\/tr>\n
    32<\/td>\nAnnex sec_D
    Annex sec_D.1
    Annex\u00a0D
    \n(informative)<\/p>\n

    Principles for choosing the component amplification factor (resonance factor) <\/td>\n<\/tr>\n

    33<\/td>\nTable tab_D.1
    Figure fig_D.1 <\/td>\n<\/tr>\n
    34<\/td>\nAnnex sec_E
    Annex sec_E.1
    Annex sec_E.2
    Table tab_E.1
    Annex\u00a0E
    \n(informative)<\/p>\n

    Principles for determining response modification factors <\/td>\n<\/tr>\n

    35<\/td>\nAnnex sec_F
    Annex sec_F.1
    Annex sec_F.2
    Annex\u00a0F
    \n(informative)<\/p>\n

    Principles for determining seismic relative displacements for drift-sensitive components <\/td>\n<\/tr>\n

    36<\/td>\nTable tab_f
    Figure fig_.1
    Annex sec_F.3
    Annex sec_F.4 <\/td>\n<\/tr>\n
    37<\/td>\nAnnex sec_G
    Annex sec_G.1
    Annex sec_G.2
    Annex sec_G.2.1
    Annex\u00a0G
    \n(informative)<\/p>\n

    Floor response spectra <\/td>\n<\/tr>\n

    38<\/td>\nFigure fig_G.1
    Annex sec_G.2.2 <\/td>\n<\/tr>\n
    39<\/td>\nAnnex sec_G.2.3
    Annex sec_G.3 <\/td>\n<\/tr>\n
    40<\/td>\nAnnex sec_H
    Annex sec_H.1
    Annex sec_H.2
    Annex sec_H.2.1
    Annex sec_H.2.2
    Annex\u00a0H
    \n(informative)<\/p>\n

    Methods for verifying NSCS by design analysis <\/td>\n<\/tr>\n

    41<\/td>\nAnnex sec_H.2.3
    Annex sec_H.2.4
    Annex sec_H.2.5
    Annex sec_H.2.6
    Annex sec_H.2.7 <\/td>\n<\/tr>\n
    42<\/td>\nAnnex sec_H.2.8 <\/td>\n<\/tr>\n
    43<\/td>\nAnnex sec_I
    Annex sec_I.1
    Annex sec_I.2
    Annex\u00a0I
    \n(informative)<\/p>\n

    NSCS verification by shake table testing <\/td>\n<\/tr>\n

    45<\/td>\nAnnex sec_J
    Annex sec_J.1
    Annex sec_J.2
    Annex\u00a0J
    \n(informative)<\/p>\n

    NSCS verification through use of experience data <\/td>\n<\/tr>\n

    46<\/td>\nAnnex sec_K
    Annex sec_K.1
    Annex sec_K.2
    Annex sec_K.2.1
    Annex sec_K.2.1.1
    Annex sec_K.2.1.2
    Annex sec_K.2.2
    Annex sec_K.2.2.1
    Annex\u00a0K
    \n(informative)<\/p>\n

    Principles of seismic anchorage of NSCS <\/td>\n<\/tr>\n

    47<\/td>\nAnnex sec_K.2.3
    Annex sec_K.2.4
    Annex sec_K.2.4.1
    Annex sec_K.2.4.2
    Annex sec_K.2.4.3 <\/td>\n<\/tr>\n
    48<\/td>\nAnnex sec_K.3
    Annex sec_K.3.1
    Annex sec_K.3.2
    Annex sec_K.3.3
    Annex sec_K.3.4 <\/td>\n<\/tr>\n
    49<\/td>\nAnnex sec_K.3.5
    Annex sec_K.4 <\/td>\n<\/tr>\n
    50<\/td>\nAnnex sec_L
    Annex sec_L.1
    Annex sec_L.2
    Annex sec_L.3
    Annex\u00a0L
    \n(informative)<\/p>\n

    Quality assurance in design and construction <\/td>\n<\/tr>\n

    51<\/td>\nReference ref_1
    Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

    Bases for design of structures. Loads, forces and other actions. Seismic actions on nonstructural components for building applications<\/b><\/p>\n\n\n\n\n
    Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
    BSI<\/b><\/a><\/td>\n2013<\/td>\n54<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":218430,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1267,2641],"product_tag":[],"class_list":{"0":"post-218429","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-120-25","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/218429","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/218430"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=218429"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=218429"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=218429"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}