基于Kriging改进响应面的挂篮可靠度分析
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华南理工大学土木与交通学院,华南理工大学土木与交通学院

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U446.3

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Reliability Analysis of Traveler Based on Kriging Improved Response Surface Method
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School of Civil Engineering and Transportation,South China University of Technology

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    摘要:

    本文将Kriging改进响应面法推广到挂篮使用可靠度分析中,研究了范和港大桥牵索挂篮的可靠度问题。通过拉丁超立方抽样选取少量均匀分布的样本点,快速拟合出接近极限状态方程的响应面,进而计算结构的可靠度。计算结果表明,Kriging改进响应面法是可行且有效的,范和港大桥挂篮在使用中具有较高可靠度。

    Abstract:

    In this paper, Kriging Improved Response Surface Method (KIRSM) is extended to the reliability analysis of traveler, and used to study the reliability of traveler of Fanhegang Bridge. Selecting some sample points which are uniform distribution by the means of Latin Hypercube Sampling, and then fitting the response surface which is close to limit state equation quickly, and calculating the reliability finally. The results show that the KIRSM is feasible and effective, the traveler of Fanhegang Bridge possesses a high reliability.

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韦 剑,肖 雪. 基于Kriging改进响应面的挂篮可靠度分析[J]. 科学技术与工程, 2014, 14(4): .
WEI Jian, XIAO Xue. Reliability Analysis of Traveler Based on Kriging Improved Response Surface Method[J]. Science Technology and Engineering,2014,14(4).

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  • 收稿日期:2013-08-25
  • 最后修改日期:2013-09-17
  • 录用日期:2013-10-14
  • 在线发布日期: 2014-02-28
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