基于Kriging模型的重力坝可靠性分析
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TV642.3

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Reliability analysis of gravity dam based on Kriging model
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    摘要:

    针对重力坝概率可靠性分析时其参数实时获取难,以及其极限状态方程高度非线性甚至非显式表达等问题,本文基于衰减函数获取重力坝服役后参数统计信息基础上,融合Kriging模型强拟合能力,建立了重力坝极限状态方程的Kriging模型,并给出了Kriging模型检验方法;由可靠指标几何定义,发展了一种重力坝可靠指标优化计算方法.经实例考证,本文方法有效考虑了服役效应对重力坝可靠度的影响,较好适应了重力坝高度复杂的工程特性,可更真实及深入分析重力坝的运行可靠状态.

    Abstract:

    For the probability reliability analysis of gravity dams,it is difficult to obtain the parameters in real time,and the extreme state equation is highly non-linear or even not explicitly expressed.In this study,based on the attenuation function to obtain the statistical information of post-service gravity parameters of gravity dam.The Kriging model is combined with the strong-fitting ability,the Kriging model of the limit state of gravity dam is established,and the verification method is given.According to the geometric definition of reliable index,the gravity dam reliability index optimization calculation method is developed.Through case studies,this method effectively considers the impact of service on the reliability of gravity dams,and it is well adapted to the highly complex engineering characteristics of gravity dams.It can provide a more realistic and in-depth analysis of the operational reliability of gravity dams.

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周方明,潘红梅,占良红,王 锋.基于Kriging模型的重力坝可靠性分析[J].江西水利科技,2018,(6):

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  • 在线发布日期: 2019-02-26
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