系统可靠性的连续分析方法

李艺; 赵文; 阎运起

doi:10.13204/j.gyjz200510009

系统可靠性的连续分析方法

doi: 10.13204/j.gyjz200510009

1.
1. 东北大学?资源与土木工程学院?沈阳?110004;
2.
2. 詹姆斯科克大学?澳大利亚?昆士兰?4811

基金项目:

国家自然科学基金资助项目(批准号:40072006);辽宁省博士启动基金资助项目(编号:20041014)。

详细信息

作者简介:
李艺,第一作者,女,1972年1月,讲师,博士后

中图分类号: TU311.2
计量
- 文章访问数: 80
- HTML全文浏览量: 19
- PDF下载量: 38
- 被引次数: 0
出版历程
- 收稿日期: 2005-04-25
- 刊出日期: 2005-10-20

METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY

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

摘要

摘要: 将概率计算、递推公式和数值分析相结合的结构连续变更方法用于刚架结构的可靠性分析，实现了结构内力和极限状态函数的连续生成，计算了结构总体失效概率。简化了繁琐的总刚运算，避免了结构重分析，为结构退化为机构提供了新的判断依据。加快了系统失效模式的搜索速度，并进一步提高了结构系统的可靠性分析时效，为结构系统可靠性分析理论的发展提供了新思路。
- 系统可靠性 /
- 双层刚架结构 /
- 连续分析 /
- 极限状态函数
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

HTML全文

参考文献(13)

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

施引文献

资源附件(0)

访问统计