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GB/T 10093-2009 English PDF

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GB/T 10093-2009: Probabilistic limit states design (Normal-Normal mode)
Status: Valid

GB/T 10093: Historical versions

Standard IDUSDBUY PDFLead-DaysStandard Title (Description)Status
GB/T 10093-2009169 Add to Cart 3 days Probabilistic limit states design (Normal-Normal mode) Valid
GB/T 10093-1988199 Add to Cart 2 days Probabilistic limit states design (Normal-Normal mode) Obsolete

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Basic data

Standard ID: GB/T 10093-2009 (GB/T10093-2009)
Description (Translated English): Probabilistic limit states design (Normal-Normal mode)
Sector / Industry: National Standard (Recommended)
Classification of Chinese Standard: A41
Classification of International Standard: 03.120.30
Word Count Estimation: 7,729
Date of Issue: 2009-10-15
Date of Implementation: 2009-12-01
Older Standard (superseded by this standard): GB/T 10093-1988
Regulation (derived from): Announcement of Newly Approved National Standards No. 11 of 2009 (No. 151 overall)
Issuing agency(ies): General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Standardization Administration of the People's Republic of China
Summary: This standard specifies the use (stress stress intensity model, the intensity of normal variables and mutually independent) characterize the structural reliability of the product design methods. This standard is applicable to mechanical products zero, unit, component structural strength design, the overall structure of all types of buildings as well as the composition of components and basic design, against non-structural components, such as components and design parameters can also be used with reference.

GB/T 10093-2009: Probabilistic limit states design (Normal-Normal mode)

---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
Probabilistic limit states design (Normal-Normal mode) ICS 03.120.30 A41 National Standards of People's Republic of China Replacing GB/T 10093-1988 Probability limit state design (Normal - Normal mode) Posted 2009-10-15 2009-12-01 implementation Administration of Quality Supervision, Inspection and Quarantine of People's Republic of China Standardization Administration of China released

Table of Contents

Preface Ⅰ 1 Scope 1 2 Normative references 1 3 Terms, definitions and symbols 1 3.1 Terms and definitions 3.2 Symbols 1 4 Probability Limit 2 4.1 Design of expression represented by the mean of 2 4.2 Design of expression represented by the quantile 2 5 Example 3

Foreword

This standard replaces GB/T 10093-1988 "probability limit state design (Normal - Normal mode)." This standard 10093-1988 major changes compared to GB/T as follows. a) a number of symbols has been adjusted so that as much as possible consistent with the presentation of statistical standards, more simple, such as. --- Strength coefficient of variation, GB/T 10093-1988 employed C vp R, this standard uses CR; --- Stress coefficient of variation, GB/T 10093-1988 employed C vp S, this standard uses CS; --- Strength standard value, GB/T 10093-1988 adopted FKR, this standard uses FR, αR, and the corresponding title name Word has been modified to highlight the nature of the sub-site volume; stress standard value also made similar changes; The ratio of the amount of property, and correspond to the average of sub-sites and features. b) added a few comments. Application of this standard by the National Standardization Technical Committee on statistical methods (SAC/TC21) and focal points. This standard was drafted. Peking University, China National Institute of Standardization, Beijing Institute of Technology. The main drafters of this standard. Room Zhong Xiang, Sun Shanze, YU Zhen Fan, Dingwen Xing, Xie law, Lin Zhongmin, Xu Furong like. This standard replaces the standards previously issued as follows. --- GB/T 10093-1988. Probability limit state design (Normal - Normal mode)

1 Scope

This standard specifies the stress - strength model (stress, strength of normal variables, and independent) structural characterization of the reliability provided Count method. This standard applies to the design of mechanical products structural strength zero, the Department of assembly, the overall structure of all types of buildings and structures consisting of structures Parts and basic design; non-structural parts, such as components and other design parameters can also refer to adopt.

2 Normative references

The following documents contain provisions which, through reference in this standard and become the standard terms. For dated references, subsequent Amendments (not including errata content) or revisions do not apply to this standard, however, encourage the parties to the agreement are based on research Whether the latest versions of these documents. For undated reference documents, the latest versions apply to this standard. GB/T 2900.13 Electrotechnical terminology credibility and quality of service (GB/T 2900.13-2008, IEC 60050 (191).1990, Amend. 1.1999AndAmend. 2.2002, IDT) GB/T 3358.1 Statistics Vocabulary and symbols - Part 1. General statistical terms and terms (GB/T 3358.1- for Probability 2009, ISO 3534-1.2006, IDT) GB/T 3358.2 Statistics Vocabulary and symbols - Part 2. Applied Statistics (GB/T 3358.2-2009, ISO 3534-2. 2006, IDT) GB/T 4086 (all parts) Tables for statistical distributions 3 Terms, definitions and symbols 3.1 Terms and Definitions GB/T 2900.13, GB/T 3358.1, terms and definitions GB/T 3358.2 and GB/T 4086 established apply to this standard. 3.2 Symbol The following symbols apply to this standard. Shaped sample size X1, x2 ,, x0 shaped sample size like simple random sample Confidence level 1-α μS stress (overall) mean μR intensity (overall) mean σS stress (total) standard deviation σR intensity (total) standard deviation CS stress coefficient of variation, CS = σS/μS CR intensity coefficient of variation, CR = σR/μR P structural reliability (or setpoint), P = Pr (XR≥XS) = Φ (μR-μS)/σ R + σ Sang 2 () S, wherein XR Indicates the intensity of the overall, XS represents the overall stress, Φ (·) is the standard normal distribution function
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