AS 1170.4
最小结构设计荷载(结构荷载规范)第4部分:地震荷载
Minimum design loads on structures Part 4: Earthquake loads
Minimum Design Loads for Structures (SAA Loading Code) Part 4: Earthquake Loads
标准信息
STANDARD INFORMATION- 标准编号
- AS 1170.4
- 所属分类
- AS 澳大利亚标准
- 发布机构
- Standards Australia
- 版本年份
- 1993
- 文件语言
- 英语
- 文件格式
- 文件页数
- 63 页
- 文件大小
- 683.74 KB
中文名称为参考译名,文件语言以原文为准。
· 更新:
标准简介
OVERVIEW中文简介
本标准规定了抗震设计的一般要求,包括加速度系数、场地系数、重要性系数、地震设计类别的确定方法,以及静力分析和动力分析中水平/竖向地震力的计算。适用于澳大利亚各州/地区的一般结构和住宅结构,涵盖结构分类、构造详图要求及非结构构件的抗震措施。
English summary
This standard prescribes general requirements for seismic design, including methods for determining the acceleration coefficient, site factor, importance factor, and earthquake design category, as well as the calculation of horizontal and vertical seismic forces in static and dynamic analysis. It applies to general and domestic structures in Australian states and territories, covering structural classification, detailing requirements, and seismic measures for non-structural components.
以上为根据文件整理的内容简介。
标准内容预览
DOCUMENT PREVIEWAS 1170.4—1993
Australian Standard®
Minimum design loads on structures
Part 4: Earthquake loads
1
Approval and Publication
This Australian Standard was prepared by Committee BD/6, Loading on Structures. It was approved on behalf of the Council of Standards Australia on 21 April 1993 and published on 16 August 1993.
Committee Representation
The following interests are represented on Committee BD/6:
- Association of Consulting Engineers, Australia
- Association of Consulting Structural Engineers, N.S.W.
- AUBRCC
- Australian Clay Brick Association
- Australian Construction Services—Department of Administrative Services
- Australian Federation of Construction Contractors
- Australian Institute of Steel Construction
- AUSTROADS
- Bureau of Meteorology
- Bureau of Steel Manufacturers of Australia
- CSIRO, Division of Building, Construction and Engineering
- Electricity Supply Association of Australia
- Engineering and Water Supply Department, S.A.
- James Cook University of North Queensland
- Master Builders Construction and Housing Association, Australia
- Monash University
- Public Works Department, N.S.W.
- University of Melbourne
- University of Newcastle
Additional Interests Participating in Preparation of this Standard
- Australian Geological Survey Organization
- Cement and Concrete Association of Australia
- Department of Housing and Construction, S.A.
- Department of Mines and Energy, S.A.
- Department of Resource Industries, Qld.
- Institution of Engineers, Australia
- Insurance Council of Australia
- Phillip Institute of Technology, Vic.
- Steel Reinforcement Institute of Australia
- University of Adelaide
- University of Queensland
Review of Australian Standards
To keep abreast of progress in industry, Australian Standards are subject to periodic review and are kept up to date by the issue of amendments or new editions as necessary. It is important therefore that Standards users ensure that they are in possession of the latest edition, and any amendments thereto.
Full details of all Australian Standards and related publications will be found in the Standards Australia Catalogue of Publications; this information is supplemented each month by the magazine 'The Australian Standard', which subscribing members receive, and which gives details of new publications, new editions and amendments, and of withdrawn Standards.
Suggestions for improvements to Australian Standards, addressed to the head office of Standards Australia, are welcomed. Notification of any inaccuracy or ambiguity found in an Australian Standard should be made without delay in order that the matter may be investigated and appropriate action taken.
This Standard was issued in draft form for comment as DR 91094.
2
AS 1170.4—1993
Australian Standard®
Minimum design loads on structures (known as the SAA Loading Code)
Part 4: Earthquake loads
| First published as part of AS 2121—1979. |
| Revised and redesignated in part as AS 1170.4—1993. |
| Incorporating: Amdt 1—1994. |
PUBLISHED BY STANDARDS AUSTRALIA (STANDARDS ASSOCIATION OF AUSTRALIA), 1 THE CRESCENT, HOMEBUSH, NSW 2140
ISBN 0 7262 8297 9
3
Foreword
This Standard was prepared by the Standards Australia Committee for Loading on Structures to supersede AS 2121—1979, SAA Earthquake Code and AS 2121M—1979 Seismic Zone map of Australia.
This edition incorporates the following major changes to the previous edition:
- The Standard is now in a limit states format.
- New earthquake maps of Australia and of each State/Territory, defined in terms of an acceleration coefficient, are included.
- Domestic structures are now included (Section 3).
- AS 2121—1979 contains provisions for earthquake loads and in addition, design and detailing requirements for some of the major structural materials. This Standard contains only loading requirements.
In preparing this Standard, the Committee referred to the documents listed in the Commentary, AS 1170.4 Supplement 1.
Acknowledgment is made of the Australian Geological Survey Organization's copyright of the earthquake acceleration coefficient maps of Australia, States and Territory, and appreciation is recorded for permission to include the maps in this Standard.
Copyright
© Copyright — STANDARDS AUSTRALIA
Users of Standards are reminded that copyright subsists in all Standards Australia publications and software. Except where the Copyright Act allows and except where provided for below no publications or software produced by Standards Australia may be reproduced, stored in a retrieval system in any form or transmitted by any means without prior permission in writing from Standards Australia. Permission may be conditional on an appropriate royalty payment. Requests for permission and information on commercial software royalties should be directed to the head office of Standards Australia.
Standards Australia will permit up to 10 percent of the technical content pages of a Standard to be copied for use exclusively in-house by purchasers of the Standard without payment of a royalty or advice to Standards Australia.
Standards Australia will also permit the inclusion of its copyright material in computer software programs for no royalty payment provided such programs are used exclusively in-house by the creators of the programs.
Care should be taken to ensure that material used is from the current edition of the Standard and that it is updated whenever the Standard is amended or revised. The number and date of the Standard should therefore be clearly identified.
The use of material in print form or in computer software programs to be used commercially, with or without payment, or in commercial contracts is subject to the payment of a royalty. This policy may be varied by Standards Australia at any time.
4
Contents
| Section | Page |
|---|---|
| FOREWORD | 5 |
| SECTION 1 — SCOPE AND GENERAL | |
| 1.1 SCOPE | 8 |
| 1.2 REFERENCED DOCUMENTS | 8 |
| 1.3 DEFINITIONS | 8 |
| 1.4 NOTATION | 10 |
| 1.5 METHODS OF DETERMINATION OF EARTHQUAKE LOADS | 12 |
| 1.6 EARTHQUAKE LOAD COMBINATIONS | 12 |
| SECTION 2 — GENERAL REQUIREMENTS | |
| 2.1 GENERAL | 13 |
| 2.2 STRUCTURE CLASSIFICATION | 13 |
| 2.3 ACCELERATION COEFFICIENT | 13 |
| 2.4 SITE FACTOR | 23 |
| 2.5 IMPORTANCE FACTOR | 24 |
| 2.6 EARTHQUAKE DESIGN CATEGORY | 24 |
| 2.7 REQUIREMENTS FOR GENERAL STRUCTURES | 24 |
| 2.8 STRUCTURAL SYSTEMS OF BUILDINGS | 26 |
| 2.9 CONFIGURATION | 27 |
| 2.10 DEFLECTION AND DRIFT LIMITS | 28 |
| SECTION 3 — DOMESTIC STRUCTURES | |
| 3.1 GENERAL | 29 |
| 3.2 REQUIREMENTS FOR EARTHQUAKE DESIGN CATEGORIES | 29 |
| 3.3 STRUCTURAL DETAILING REQUIREMENTS FOR DOMESTIC STRUCTURES | 29 |
| 3.4 STATIC ANALYSIS FOR NON-DUCTILE DOMESTIC STRUCTURES OF EARTHQUAKE DESIGN CATEGORY H3 | 29 |
| 3.5 NON-STRUCTURAL COMPONENTS | 30 |
| SECTION 4 — STRUCTURAL DETAILING REQUIREMENTS FOR GENERAL STRUCTURES | |
| 4.1 GENERAL | 31 |
| 4.2 STRUCTURAL DETAILING REQUIREMENTS FOR STRUCTURES OF EARTHQUAKE DESIGN CATEGORY A | 31 |
| 4.3 STRUCTURAL DETAILING REQUIREMENTS FOR STRUCTURES OF EARTHQUAKE DESIGN CATEGORY B | 31 |
| 4.4 STRUCTURAL DETAILING REQUIREMENTS FOR STRUCTURES OF EARTHQUAKE DESIGN CATEGORIES C, D AND E | 31 |
| SECTION 5 — REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS | |
| 5.1 GENERAL REQUIREMENTS | 33 |
| 5.2 REQUIREMENTS FOR ARCHITECTURAL COMPONENTS | 35 |
| 5.3 REQUIREMENTS FOR MECHANICAL AND ELECTRICAL COMPONENTS | 36 |
| 5.4 AMPLIFICATION FACTOR | 37 |
5
Contents (continued)
| Section | Page |
|---|---|
| SECTION 6 — STATIC ANALYSIS | |
| 6.1 GENERAL | 38 |
| 6.2 HORIZONTAL FORCES | 38 |
| 6.3 VERTICAL DISTRIBUTION OF HORIZONTAL EARTHQUAKE FORCES | 39 |
| 6.4 HORIZONTAL SHEAR DISTRIBUTION | 42 |
| 6.5 TORSIONAL EFFECTS | 42 |
| 6.6 STABILITY EFFECTS | 44 |
| 6.7 DRIFT DETERMINATION AND P-DELTA EFFECTS | 44 |
| 6.8 VERTICAL COMPONENT OF GROUND MOTION | 45 |
| SECTION 7 — DYNAMIC ANALYSIS | |
| 7.1 GENERAL | 46 |
| 7.2 EARTHQUAKE ACTIONS | 46 |
| 7.3 MATHEMATICAL MODEL | 47 |
| 7.4 ANALYSIS PROCEDURES | 47 |
| 7.5 STABILITY EFFECTS | 48 |
| 7.6 DRIFT DETERMINATION AND P-DELTA EFFECTS | 48 |
| SECTION 8 — STRUCTURAL ALTERATIONS | 49 |
| APPENDICES | |
| A — STRUCTURE CLASSIFICATION | 50 |
| B — STRUCTURAL SYSTEM | 55 |
| C — DOMESTIC STRUCTURES | 56 |
| D — TYPES OF DYNAMIC ANALYSIS | 58 |
| E — STRUCTURAL ALTERATIONS | 60 |
6
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AS 1170.4
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