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Minimum design loads on structures (known as the SAA Loading Code) Earthquake loads
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Available format(s): Hardcopy, PDF 1 User, PDF 3 Users, PDF 5 Users, PDF 9 Users
Language(s): English
Published date: 16-08-1993
Publisher: Standards Australia
1 - AS 1170.4-1993 MINIMUM DESIGN LOADS ON STRUCTURES - EARTHQUAKE LOADS4 - PREFACE5 - CONTENTS7 - FOREWORD10 - SECTION 1 SCOPE AND GENERAL10 - 1.1 SCOPE10 - 1.2 REFERENCED DOCUMENTS10 - 1.3 DEFINITIONS10 - 1.3.1 Acceleration coefficient10 - 1.3.2 Base11 - 1.3.3 Base shear11 - 1.3.4 Bearing wall system11 - 1.3.5 Braced frame11 - 1.3.6 Building frame system11 - 1.3.7 Concentric braced frame11 - 1.3.8 Diaphragm11 - 1.3.9 Dual system11 - 1.3.10 Ductility11 - 1.3.11 Drift11 - 1.3.12 Earthquake design category11 - 1.3.13 Earthquake resisting system11 - 1.3.14 Eccentric braced frame11 - 1.3.15 Hazardous facility11 - 1.3.16 Horizontal bracing system11 - 1.3.17 Intermediate moment resisting frame (IMRF)11 - 1.3.18 Loadbearing wall11 - 1.3.19 Moment resisting frame system11 - 1.3.20 Non-loadbearing wall11 - 1.3.21 Ordinary moment resisting frame (OMRF)12 - 1.3.22 Orthogonal effect12 - 1.3.23 P-delta effect12 - 1.3.24 Shear wall12 - 1.3.25 Soft storey12 - 1.3.26 Space frame12 - 1.3.27 Special moment resisting frame (SMRF)12 - 1.3.28 Static eccentricity12 - 1.3.29 Storey12 - 1.3.30 Storey drift12 - 1.3.31 Storey drift ratio12 - 1.3.32 Storey height12 - 1.3.33 Storey shear12 - 1.3.34 Storey strength12 - 1.3.35 Structure12 - 1.3.36 Structural base12 - 1.3.37 Structure classification12 - 1.3.38 Vertical load-carrying frame12 - 1.3.39 Weak storey12 - 1.4 NOTATION14 - 1.5 METHODS OF DETERMINATION OF EARTHQUAKE LOADS14 - 1.6 EARTHQUAKE LOAD COMBINATIONS14 - 1.6.1 Limit states design14 - 1.6.2 Permissible stress design15 - SECTION 2 GENERAL REQUIREMENTS15 - 2.1 GENERAL15 - 2.2 STRUCTURE CLASSIFICATION15 - 2.2.1 General15 - 2.2.2 Domestic structures15 - 2.2.3 General structures15 - 2.3 ACCELERATION COEFFICIENT25 - 2.4 SITE FACTOR26 - 2.5 IMPORTANCE FACTOR26 - 2.6 EARTHQUAKE DESIGN CATEGORY26 - 2.7 REQUIREMENTS FOR GENERAL STRUCTURES26 - 2.7.1 General27 - 2.7.2 General structures of earthquake Design Category27 - 2.7.3 General structures of earthquake Design Category B27 - 2.7.4 General structures of earthquake Design Category C27 - 2.7.5 General structures of earthquake Design Category D28 - 2.7.6 General structures of earthquake Design Category E28 - 2.8 STRUCTURAL SYSTEMS OF BUILDINGS29 - 2.9 CONFIGURATION29 - 2.9.1 General29 - 2.9.2 Plan configuration29 - 2.9.3 Vertical configuration30 - 2.10 DEFLECTION AND DRIFT LIMITS30 - 2.10.1 Portion of structures30 - 2.10.2 Adjacent structures31 - SECTION 3 DOMESTIC STRUCTURES31 - 3.1 GENERAL31 - 3.2 REQUIREMENTS FOR EARTHQUAKE DESIGN CATEGORIES31 - 3.2.1 Earthquake Design Category H131 - 3.2.2 Earthquake Design Category H231 - 3.2.3 Earthquake Design Category H331 - 3.3 STRUCTURAL DETAILING REQUIREMENTS FOR DOMESTIC STRUCTURES31 - 3.3.1 General31 - 3.3.2 Wall anchorage31 - 3.4 STATIC ANALYSIS FOR NON-DUCTILE DOMESTIC STRUCTURES OF EARTHQUAKE DESIGN CATEGORY H331 - 3.4.1 Horizontal forces31 - 3.4.2 Earthquake base shear32 - 3.4.3 Vertical distribution of horizontal earthquake forces32 - 3.4.4 Torsional effects32 - 3.5 NON-STRUCTURAL COMPONENTS33 - SECTION 4 STRUCTURAL DETAILING REQUIREMENTS FOR GENERAL STRUCTURES33 - 4.1 GENERAL33 - 4.2 STRUCTURAL DETAILING REQUIREMENTS FOR STRUCTURES OF EARTHQUAKE DESIGN CATEGORY A33 - 4.2.1 Ductile structures33 - 4.2.2 Non-ductile structures33 - 4.3 STRUCTURAL DETAILING REQUIREMENTS FOR STRUCTURES OF EARTHQUAKE DESIGN CATEGORY B33 - 4.3.1 General33 - 4.3.2 Load paths, ties and continuity33 - 4.3.3 Wall anchorage33 - 4.4 STRUCTURAL DETAILING REQUIREMENTS FOR STRUCTURES OF EARTHQUAKE DESIGN CATEGORIES C, D AND E33 - 4.4.1 General34 - 4.4.2 Ties and continuity34 - 4.4.3 Diaphragms34 - 4.4.4 Bearing walls34 - 4.4.5 Openings34 - 4.4.6 Footing ties35 - SECTION 5 REQUIREMENTS FOR NON-STRUCTURA L COMPONENTS35 - 5.1 GENERAL REQUIREMENTS35 - 5.1.1 General35 - 5.1.2 Forces on components35 - 5.1.3 Interrelationship of components35 - 5.1.4 Connections and attachments35 - 5.1.5 Earthquake coefficients37 - 5.2 REQUIREMENTS FOR ARCHITECTURAL COMPONENTS37 - 5.2.1 Forces38 - 5.2.2 Exterior wall panel attachment38 - 5.2.3 Component deformation38 - 5.2.4 Out-of-plane bending38 - 5.3 REQUIREMENTS FOR MECHANICAL AND ELECTRICAL COMPONENTS38 - 5.3.1 Forces38 - 5.3.2 Ducts and piping distribution systems39 - 5.4 AMPLIFICATION FACTOR39 - 5.4.1 Attachment amplification factor39 - 5.4.2 Height amplification factor40 - SECTION 6 STATIC ANALYSIS40 - 6.1 GENERAL40 - 6.2 HORIZONTAL FORCES40 - 6.2.1 General40 - 6.2.2 Earthquake base shear40 - 6.2.3 Earthquake design coefficient40 - 6.2.4 Structure period41 - 6.2.5 Gravity load41 - 6.2.6 Structural response factor41 - 6.3 VERTICAL DISTRIBUTION OF HORIZONTAL EARTHQUAKE FORCES44 - 6.4 HORIZONTAL SHEAR DISTRIBUTION44 - 6.5 TORSIONAL EFFECTS44 - 6.5.1 Introduction44 - 6.5.2 Static eccentricity44 - 6.5.3 Design eccentricities46 - 6.5.4 Horizontal torsional moments46 - 6.5.5 Design action effects resulting from torsional moments46 - 6.6 STABILITY EFFECTS46 - 6.7 DRIFT DETERMINATION AND P-DELTA EFFECTS46 - 6.7.1 General46 - 6.7.2 Storey drift determination47 - 6.7.3 P-delta effects47 - 6.8 VERTICAL COMPONENT OF GROUND MOTION48 - SECTION 7 DYNAMIC ANALYSIS48 - 7.1 GENERAL48 - 7.2 EARTHQUAKE ACTIONS49 - 7.3 MATHEMATICAL MODEL49 - 7.4 ANALYSIS PROCEDURES49 - 7.4.1 General49 - 7.4.2 Response spectrum analysis49 - 7.4.2.1 General49 - 7.4.2.2 Number of modes49 - 7.4.2.3 Combining modes49 - 7.4.2.4 Scaling of results49 - 7.4.2.5 Directional effects49 - 7.4.2.6 Torsion50 - 7.4.3 Time history analysis50 - 7.5 STABILITY EFFECTS50 - 7.6 DRIFT DETERMINATION AND P-DELTA EFFECTS51 - SECTION 8 STRUCTURAL ALTERATIONS52 - APPENDIX A - STRUCTURE CLASSIFICATION52 - A1 STRUCTURE CLASSIFICATION53 - A2 CONFIGURATION53 - A2.1 General53 - A2.2 Plan configuration54 - A2.3 Vertical configuration57 - APPENDIX B - STRUCTURAL SYSTEM57 - B1 DUCTILITY57 - B2 STRUCTURAL SYSTEMS58 - APPENDIX C - DOMESTIC STRUCTURES58 - C1 GENERAL58 - C2 TYPE OF STRUCTURES58 - C2.1 Ductile structures58 - C2.2 Non-ductile structures58 - C3 DETAILING GUIDES58 - C3.1 Foundation and subfloor framing59 - C3.2 Wall framing59 - C3.3 Roof bracing59 - C3.4 Tiled roofs59 - C3.5 Gable ends and parapets60 - APPENDIX D - TYPES OF DYNAMIC ANALYSIS60 - D1 EARTHQUAKE ACTIONS60 - D2 RESPONSE SPECTRUM ANALYSIS60 - D2.1 General60 - D2.2 Number of modes61 - D2.3 Combining modes61 - D3 TIME HISTORY ANALYSIS62 - APPENDIX E - STRUCTURAL ALTERATIONS62 - E1 INTRODUCTION62 - E2 DESIGN63 - E3 ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS
Sets out data and procedures for determining minimum earthquake loads on structures and their components, and also minimum detailing requirements for structures. It does not consider related phenomena such as settlement, slides, subsidence, liquefaction or faulting in the immediate vicinity of a structure. It does not include nuclear reactors, dams, transmission towers, bridges, piers and wharves, which may require special consideration. The Standard is in limit states format. New earthquake maps are defined in terms of an acceleration coefficient instead of the zoning system used in the previous Standard AS 2121. Domestic structures are now included.
This Standard sets out data and procedures for determining minimum earthquake loads on structures and their components. It also sets out minimum detailing requirements for structures. It does not consider related phenomena such as settlement, slides, subsidence, liquefaction or faulting in the immediate vicinity of a structure.This Standard is intended to apply to structures, particularly buildings, non-building structures, fixings and non-structural components including building services and architectural elements.Special structures including nuclear reactors, dams, transmission towers, bridges, piers and wharves may require special considerations, and are not covered by this Standard.NOTE: The date of application of this Standard on a mandatory basis is a matter for the relevant regulatory authorities. With the publication of this Standard, AS 2121 - 1979 becomes an available superseded Standard and will be withdrawn following substantial regulatory implementation of this edition, or within two years of publication of this edition, whichever is the earlier.
First published as part of AS 2121-1979.Revised and redesignated in part as AS 1170.4-1993. First published as part of AS 2121-1979. Revised and redesignated in part as AS 1170.4-1993.
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