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Probabilistic evaluation for the implicit limit-state function of stability of a highway tunnel in China 总被引:1,自引:0,他引:1
Yong-Hua Su 《Tunnelling and Underground Space Technology incorporating Trenchless Technology Research》2011,26(2):422-434
This paper presents a practical algorithm for the first-order reliability method (FORM) to deal with the implicit nature of a limit-state function (LSF) in reliability assessment of stability of a working highway tunnel, which is constructed in a mountainous area in China. First, a mechanical model to determine the LSF that is not explicitly known with complex non-linear behaviour is formulated for the primary support provided by the combination of shotcrete and rockbolts. After reviewing concisely the basic concepts relevant to the FORM, the central difference approximation is subsequently introduced to estimate the partial derivatives of the LSF. By consideration of Taylor’s formula, this LSF can be transformed into an equation involving a single unknown described as the reliability index, and then the resulting solution procedure for determination of the reliability index can be rendered based on the derivation rule of compound function. A flow for tunnel reliability problem posed by the implicit LSF in applying the FORM is further developed. Eventually, the proposed methodology for the LSF in the non-explicit circumstance is used to perform the probabilistic evaluation for such a working tunnel where the choices of values of step length coefficient affecting the calculation results are suggested. Comparisons are made with the Monte-Carlo simulation method (MCSM) to assess the computational accuracy and efficiency of the algorithm proposed in this paper. It is shown that the MCSM used to obtain the “exact” solutions entails the formidable computational effort, whereas the current algorithm that alleviates the computational labour dramatically can provide an efficient way of implementing reliability calculations for the implicit LSF and offer results which are found to be in satisfactory agreement with the “exact” ones when the step length coefficient is properly taken. 相似文献
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利用相似递推法,即可将基于短基线的相差测量结果拓展到长基线多站无源定位系统,由于双站相差测距法实际上是建立在三站定位技术之上的,且测量精度与量值巨大的光速无关,所以就能实现比现有双站测向和三站时差法更高的定位精度。但为实现准确定位,必须对递推程差进行修正。本文在已有分析的基础上,利用双站间的交会角,给出了一种更适用于工程设计的递推程差修正方法。 相似文献
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在基于时差一方位测量的短距双基站的数百公里之外,选定一个地图基准位置,并以此地图基准位置作为计算分析远距目标位置的几何坐标起始点。先由双站间的时差方程和几何关系解得目标相对于双站的测距式,然后,利用双站测距式以及双站与远距地图基准点之间的几何关系解得目标相对于地图基准点的径向距离和方位。虽然测向误差很大,但误差分析表明只要双站与地图基准点之间的距离足够远,就能在双站距离小于10km的情况下,使目标与地图基准点之间的测距误差满足小于5%R的精度要求。 相似文献
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The determination of the rotational symmetry of a shape is useful for object recognition and shape analysis in computer vision applications. In this paper, a simple, but effective, algorithm to analyse the rotational symmetry of a given closed-curve shape S is proposed. A circle C with the centroid of S as the circle center and the average radius of S as the circle radius is superimposed on S, resulting in the intersection of C and S at a set of points. By theoretical analysis, the relationship between the order Ns of the rotational symmetry of S and the number of intersection points between C and S is established. All the possible values for Ns are determined. And finally Ns is determined by evaluating the similarity between S and its rotated versions. In the proposed algorithm, only simple pixel operations and second-order moment function computation are involved. Several problems caused by the use of discrete image coordinates are analysed and solved for correct decision-making in the algorithm. Good experimental results are also included. 相似文献
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本文根据有关国家标准和行业标准,结合工程测试实践,对洁净室洁净度测定中必要测点数及每个测点的必要采样次数等问题进行探讨。 相似文献