航空磁测在我国核电站选址中的应用

为解决广东某核电站的选址问题,评价预选核电站厂址的核安全是否合格,94年航遥中心利用航空磁测资料,研究了该区域的深部构造特征及其地壳的稳定性,取得了重要的地质成果,为选择核电站厂址提供了深部地球物理依据,开拓了航磁的应用领域.     

基于BIT技术的车载测图仪故障测试

通过对车载测图仪进行故障自动测试设计，使其故障诊断效果更加明显，维修性得到增强，可用度得到提高。     

变形监测网的可区分性分析

本文首先借助于 Gauss-Markov 模型下两个多维备选假设检验的理论,将变形监测网单个备选假设下的灵敏度,在顾及模型误差的情况下,扩展成监测网的可区分性理论,提出了监测网的可区分性和区分可靠性概念;其次,对于监测网在三种典型变形模型(单点移动,错动和均匀应变)下变形与粗差的可区分性进行了讨论,获得了一些有益的结论。     

城市给水管网抗震可靠性场分布：以冕宁县城为例

如果管线抗震可靠性已知,关于整个管网的抗震可靠性,即各点在指定烈度水平下相对于某个震害挡次仍可得到供水的概率,前人的工作只做到对节点进行估计。由于管线内点上存在着无以数计的用户或称次级管网,因此,我们必须研究抗震可靠性场分布。这样做不仅可以对父子型管网进行解耦分析,以利于实际课题在时空双向上的分割与联系,而且也可以成为分析兄弟型管网的一种技巧。前者意义自明,对于后者本文以冕宁县城给水管网为例进行分析研究。     

奇异平差模型的粗差检验与可靠性理论

本文推导了奇异平差模型参数估计的一般公式，构造了粗差检验的统计量，通过假设检验研究了相应的可靠性理论，并借助于一个实例阐述了这一理论的应用。     

根据等高线建立数字高程模型

提出一种基于等高线建立规则格网数字高程模型的方法。该方法考虑了原等高线的数值特征和几何特征，因而具有较好的稳定性和可靠性。还提出了对于所建立的数字高程模型可信性的两种验证手段：解析曲面比较和等高线还原对比。     

摄影测量与大地测量观测值联合平差的质量分析

本文通过模拟试验全面分析了摄影测量与大地测量观测值联合平差的质量特点(精度,可靠性,可区分性),据此为联合网的设计提出了具体方案。所得结论对于联合平差的实际应用以及联合平差的智能化实现都有参考价值。     

Assessment of reliability in water distribution networks using entropy based measures

Entropy based expressions for measurement of reliability and redundancy have recently been reported. These measures approach assessment of the reliability of the distribution network from the intrinsic redundancy of the network layout. The paper extends earlier work on entropy functions by including a more explicit statement of the alternate paths available in the network and by recognizing that under certain circumstances, e.g., failure of some part of the network work, an outflow link from a node under normal working condition may become an inflow link to the same node. The measures are assessed by comparison with parameters measuring Nodal Pair Reliability and percentage of flow supplied at adequate pressure for a range of networks and link failure conditions in this networks. The entropy measures are shown to reflect changes in the network reliability, as measured by these two comparative parameters, very well.     

Time-Dependent Reliability Analysis of Offshore Structures

During the life of an offshore structure,its structural strength declines due to various kinds ofdamages related to the time factor.In this paper,four major kinds of damages,including damages causedby fatigue,dent,corrosion and marine life,are discussed.Based on these analyses,formulas for theevaluation of the damaged structure reliability are derived.Furthermore the computer program ISM forthe analysis of structural reliability is developed by the use of Advanced First Order Second Moment meth-od and Monte-Carlo Importance Sampling method.The reliability of a turbular joint and a beam are stu-died as numerical examples.The results show that the theory and the analysis method given in this paperare reasonable and effective.