A MODEL STOCHASTIC TIME-DEPENDENT RESISTANCE OF EXISTING RC STRUCTURES BASED ON THE BAYESIAN METHOD AND MEASURED SAMPLE VALUE

Zhang Junzhi; Su Xiaozu

doi:10.13204/j.gyjz200503012

Volume 35 Issue 3

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Zhang Junzhi, Su Xiaozu. A MODEL STOCHASTIC TIME-DEPENDENT RESISTANCE OF EXISTING RC STRUCTURES BASED ON THE BAYESIAN METHOD AND MEASURED SAMPLE VALUE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 30-32. doi: 10.13204/j.gyjz200503012

Citation:

Zhang Junzhi, Su Xiaozu. A MODEL STOCHASTIC TIME-DEPENDENT RESISTANCE OF EXISTING RC STRUCTURES BASED ON THE BAYESIAN METHOD AND MEASURED SAMPLE VALUE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 30-32. doi: 10.13204/j.gyjz200503012

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A MODEL STOCHASTIC TIME-DEPENDENT RESISTANCE OF EXISTING RC STRUCTURES BASED ON THE BAYESIAN METHOD AND MEASURED SAMPLE VALUE

doi: 10.13204/j.gyjz200503012

Zhang Junzhi¹,
Su Xiaozu²

1.
1. College of Civil Engineering &Architecture,Zhejiang University of Technology Hangzhou 310014;
2.
2. College of Civil Engineering,Tongji University Shanghai 200092

Received Date: 2004-08-17
Publish Date: 2005-03-20

Abstract

Abstract

In this paper, influential factors of stochastic time-dependent of resistances for reliability calculation of existing structures are analyzed, and Bayesian method for probable characteristics of resistances is studied based on sample value. Based on measured sample value, a resistance model of stochastic time-dependent for existing structures is proposed, which can estimate conveniently and effectively the resistance for reliability analysis of existing structures.
- existing structure,
- resistance,
- Bayesian method,
- sample value

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References(6)

References

赵国藩,等.结构可靠度理论.北京:中国建筑工业出版社,2000.123～125

[2] 姚继涛,等.结构抗力的独立增量过程概率模型.工程安全与耐久性(第九届中国土木工程学会年会论文集).北京:中国水利水电出版社,2000.21～24

[3] 李桂青,李秋胜,著.工程结构时变可靠性理论及其应用.北京:科学出版社,2001.136～142

[4] Animesh Dey, Sankaran Mahadevan. Reliability Estimation with Time-Variant Loads and Resistances. Journal of Structural Engineering, ASCE,2000(126):5,612～620

[5] Stewart M G, Rosowsky D V. Time-Dependent Reliability of Deteriorating Reinforced Concrete Bridge Decks. Structural Safety,1998(20):1,91～109

[6] Enright Michael, Frangopol Dan M. Condition Prediction of Deteriorating Concrete Bridges Using Updating. Journal of Structural Engineering, 1999(125):10,1 118～1 125

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