ANALYSIS OF THE IMPROVED ANNUAL FAILURE PROBABILITY

Gong Jinsen; He Aide; Yin Wu

doi:10.13204/j.gyjz201207011

Volume 42 Issue 7

Dec. 2014

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Abstract

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Yao Qianfeng, Lu Junlong, Zhang Yin. RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 115-118. doi: 10.13204/j.gyjz200709027

Citation:

Gong Jinsen, He Aide, Yin Wu. ANALYSIS OF THE IMPROVED ANNUAL FAILURE PROBABILITY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 79-81. doi: 10.13204/j.gyjz201207011

Yao Qianfeng, Lu Junlong, Zhang Yin. RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 115-118. doi: 10.13204/j.gyjz200709027

Citation:

Gong Jinsen, He Aide, Yin Wu. ANALYSIS OF THE IMPROVED ANNUAL FAILURE PROBABILITY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 79-81. doi: 10.13204/j.gyjz201207011

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ANALYSIS OF THE IMPROVED ANNUAL FAILURE PROBABILITY

doi: 10.13204/j.gyjz201207011

1.
1. Faculty of Civil and Highway Engineering,Guangdong University of Technology,Guangzhou 510006,China;
2.
2. Guizhou Province Architectural Design &Research Institute,Guiyang 550002,China

Received Date: 2012-02-02
Publish Date: 2012-07-20

Abstract

Abstract

The specification of the failure probability does not match the value with the actual situation. According tothe fact that the reliability of a structure would be reduced on its ageing with time, which was taken into accourct inthe fuilure probability, and was also an increasing process of changing acceleration, so a new linear increment couldbe used to simulate this process, which conformed to the objective situation to some extent. In the bridge designreference period, the failure probability in the aging phase would be linearly increased by 10% per year, by whichthe modified annual failure probability function was proposed.
- failure probability,
- target reliability,
- contrast

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References(6)

References

Stewart M G,Rosowsky D V.Structural Safety and Serviceability ofConcrete Bridges Subject to Corrosion[J].Journalof InfrastructureSystems,ASCE,1998,4(4):146-55.

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[3] Mark G,Stewart,David V,et al.Time-dependent Reliability ofDeteriorating Reinforced Concrete Bridge Decks[J].StructuralSafety,1998,20(1):91-109.

[4] 惠云玲,李荣,林志伸.混凝土基本构件钢筋锈蚀前后性能试验研究分析[J].工业建筑,1997,27(6):14-18,57.

[5] 全明研.老化和损伤的钢筋混凝土构件的性能[J].工业建筑,1990,20(2):15-19.

[6] 秦权,杨小刚.退化结构时变可靠度分析[J].清华大学学报:自然科学版,2005,45(6):733-736.

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