现存结构可靠性评定方法的进展——国际标准《结构设计基础——现存结构的评定》ISO13822:2001(E)综述

姚继涛

doi:10.13204/j.gyjz200502029

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现存结构可靠性评定方法的进展——国际标准《结构设计基础——现存结构的评定》ISO13822:2001(E)综述

doi: 10.13204/j.gyjz200502029

姚继涛

1.
西安建筑科技大学,土木工程学院,西安,710055

详细信息

作者简介:
姚继涛男 1965年12月出生博士教授博导

中图分类号: TU311.2
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- 文章访问数: 70
- HTML全文浏览量: 0
- PDF下载量: 93
- 被引次数: 0
出版历程
- 收稿日期: 2004-08-20
- 刊出日期: 2005-02-20

DEVELOPMENTS OF THE METHODS TO ASSESS THE RELIABILITY OF EXISTING STRUCTURES

Yao Jitao

1.
School of Civil Eng.,Xi'an University of Architecture &Technology Xi'an 710055

摘要

摘要: 根据国际标准ISO13822阐述现存结构可靠性评定方法的发展状况, 并结合我国相关标准对其进行讨论, 内容包括:评定的基本框架、用于评定的资料、被测变量的校正、结构分析、鉴定、时域可靠度的评定、目标可靠度水平。
- 现存结构 /
- 可靠性评定 /
- 目标可靠度水平
Abstract: The developments of the methods to assess the reliability of existing structures are stated in accordance with International Standard ISO 13822,and a discussion is made on comparing with the relevant codes of China,including:general framework of assessment,data for assessment,updating of measured variables,structural analysis,verification,assessment of time-domain reliability,target reliability level.
- existing structures /
- assessment of reliability /
- target reliability levle

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参考文献(10)

[2] GB 50023-95 建筑抗震鉴定标准

GBJ 144-90 工业厂房可靠性鉴定标准

[3] GB 50292-1999 民用建筑可靠性鉴定标准

[4] ISO 2394:1998.International Standard.General Principles on Reliability for Structures

[5] ISO 13822:2001(E).Bases for Design of Structures-Assessment of Existing Structures

[6] Joint Committee on Structural Safety.Background Documentation.Eurocode 1(ENV 1991)-Part 1:Basis of design

[7] Schall G,Faber M H,Rackwttz R.The Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore Structure.Proceedings.Journal of Offshore Mechanics and Arctic Engineerig.Transact.ASME 1991,113(3):241～246

[8] ISO 12491.Statistical Methods for Quality Control of Building Materials and Components

[9] Melchers R E.Structural Reliability:Analysis and Prediction.Ellis Horwood,1987

[10] Mori Y,Ellingwood B.Reliability-Based Service Life Assessment of Aging Concrete Structures.Journal of Structural Engineering,ASCE,1993,119(5):1 600～1 621

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