METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY

Li Yi; Zhao Wen; Yan Yunqi

doi:10.13204/j.gyjz200510009

Volume 35 Issue 10

Dec. 2014

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Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

Citation:

Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

Citation:

Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

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METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY

doi: 10.13204/j.gyjz200510009

1.
1. School of Resource and Civil Engineering,Northeastern University Shenyang 110004;
2.
2. James Cook University Queensland 4811,Australia

Received Date: 2005-04-25
Publish Date: 2005-10-20

Abstract

Abstract

The theorem of structural continual variation was used to analyze reliability of frame structure. The method was combined with probability analysis and numerical calculus and recurrence formula and branch- and- bound method to evaluate the system. Continually assembling global stiffness matrix and repeatedly inverse matrix operating are avoided in the new method. A new criterion of system failure is introduced. The time- effect of the reliability analysis is further increased. The new idea of the development of the theory of the system reliability analysis is provided.
- system reliability,
- double frame structure,
- continual analysis,
- limit state function

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References(13)

References

刘闯.结构系统的安全等级划分:[博士学位论文].北京:清华大学,1995;

[2] Bucher C G, Bourgund U A. Fast and Efficient Response Surface Approach for Structural Reliability Problems. Structural Safety, 1990,7(1):57～66;

[3] 赵挺生.现存建筑物可靠性评价.建筑结构,1998(10):41～45;

[4] 欧进萍,刘学东,王光远.服役结构安全度评估的环境荷载标准研究.工业建筑,1995,25(8):11～14;

[5] 张俊芝,高兑现,李桂青.服役建筑结构可靠性评估的可变荷载取值研究.工业建筑,2000,30(12):58～61;

[6] Ditlevsen O, et al. General Multidimention Probability Integration by Directional Simulation. Computation. Structure,1990,36(2):355～368;

[7] Ayyub B M, Chiu C Y. Generalized Conditinal Expectation for Structural Reliability Assessment.Struct ural. Safety, 1992,11:131～146;

[8] Feng Y S. The Computation of Failure Probability for Nonlinear Safety Margin Equations. Reliability Engineering and System,1990,27:323～331;

[9] Feng Yuansheng. The Theory of Structural Redunancy and Its Effect on Structural Design. Computation Structure,1988,28(1):15～24;

[10] Moses F. New Directions and Research Needs in System Reliability Research Structural. Safety,1990(7):93～100;

[11] Murotsu Y, Okada H, Yonezawa M, et al.Automatic Generation of Stochastically Dominant Modes of Structural Failure in Frame Structure.Safety,1984,2,17～25;

[12] 车维毅.刚架结构变更定理与极限状态函数的连续生成.计算结构力学及其应用,1992.9(1):55～64;

[13] 李艺,刘斌,车维毅,康玉梅.一种简便的刚架结构可靠性分析方法.东北大学学报(自然科学版),2002,23(7):700～702

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