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testing networks
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  测试网络
     An algorithm for computing K-terminal reliability of undirected network with ran-dom edges is presented,by using factoring theorem and equal-reliability reduction technique. This algorithm has been programmed in C language. Using this program we successfullycompute some testing networks and practise networks.
     应用分解定理和等可靠庆简化技术,提出了一个计算边随机无向网络的K-终端可靠度算法.此算法已经用C语言编程,计算了一些测试网络和实用网络.
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     The proposed recognition method is then discussed in detail in terms of the basic principle of ultrasonic testing, the determination of defect depth characteristics, the Abstraction of depth characteristics by wavelet, the structural parameters of ANN as well as the training and testing networks. Moreover, the feasibility of the intelligent quantitative recognition of crack depth by ANN is discussed, and an intelligent experimental system is finally set up, by which a flaw sample is quantitatively recognized and analyzed.
     从超声检测的基本原理、缺陷深度表征量的确定、超声回波信号缺陷特征量的小波提取、神经网络的结构参数及训练和测试网络等方面,详细探讨了对裂纹型缺陷进行智能识别的方法,论证了运用神经网络进行缺陷智能定量识别的可行性,构造了智能识别实验系统,并利用该系统对所加工的含缺陷试样进行了定量识别试验与分析.
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  “testing networks”译为未确定词的双语例句
     This paper elaborates on a scheme for the realization of a repeater Automatic Test System(ATS) by using the virtual instrument technology,including the composition of ATS,the construction of LAN-based testing networks,the use of the instrument driver and the configuration of I/O interfaces,and the applications of Agilent VEE Pro in the development of the testing software.
     文章阐述了利用虚拟仪器技术开发直放站自动化测试系统的实现方案,包括测试系统的组成,基于局域网(LAN)的测试网的组建,仪器驱动器、输入/输出(I/O)口的配置与使用,Agilent VEE Pro在测试软件开发中的应用。
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     Testing IPTV Networks
     IPTV测试
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     TESTING
     试验
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     The results of simulation testing for the networks were provided.
     基于这一方法 ,文中最后给出了网络模拟测试的结果
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     making and testing;
     (4)集制作与管理课件、考试为一体
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     Networks on Chips
     片上网络
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  testing networks
There is a need for testing facilities and testing networks.
      
This number was found experimentally, based on training and testing networks with different hidden layer sizes.
      
Random variations in accuracy, resulting from testing networks trained using different initial weights, are greatest for single networks.
      


The Kern E2/DM503/R48 electronic tacheometer was first exhibited at the 1983 FIG Congress. This system was evaluated by the Department of Mining Engineering, University of Nottingham in 1984. This paper describes the measuring principles of the kern E2 electronic theodolite and the DM503 EDM device, and summarizes the results of field evaluation on a field base line,a test network and some engineering surveying projects, such as surveys of colliery tip and mining subsidence. Some field measurements were...

The Kern E2/DM503/R48 electronic tacheometer was first exhibited at the 1983 FIG Congress. This system was evaluated by the Department of Mining Engineering, University of Nottingham in 1984. This paper describes the measuring principles of the kern E2 electronic theodolite and the DM503 EDM device, and summarizes the results of field evaluation on a field base line,a test network and some engineering surveying projects, such as surveys of colliery tip and mining subsidence. Some field measurements were recorded on the R48 data collector. These data were subsequently transferred to the HASP computer system for processing and plotting. The hard copy plots and lists were provided. Finally, the performance and applicability of the system in surveying projects are reviewed.

Kern E2/DM503/R48电子速测仪在1983年的国际测量工作者联合会上首次展出。1984年英国诺丁汉大学采矿工程系对该仪器系统进行了鉴定。本文叙述了Kern E2电子经纬仪,DM503光电测距装置及R48电子野外记录器的工作原理,总结性地介绍了野外鉴定的成果,野外鉴定评价的内容包括:野外基线,野外测试网和一些工程测量任务,如矸石山测量,采矿沉陷测量等。一些野外测量成果自动记录在R48数据记录器上,然后传输到室内微机系统中进行自动数据处理和绘图。本文对该仪器的性能和在测量工程中的适用性作了评论。

: The observation results obtained in a ground test network by using

本文主要讨论和分析了两种C/A码GPS接收机在地面试验网中的观测成果,并与常规测量进行了比较。结论表明,C/A码GPS接收机的测量精度较高,且速度快,节省时间,具有较好的经济效益。

The exploitation of GPS differential technology for engineering surveys differs in anumber of respects from more conveational geodatic and cadastral applications. Among theprincipal considerations are the greater accuracy and reliability requirements. To satisfythese demands further improvement of existing data processing methods becomes necesary,which leads to this investigation. In this study different models are utilized to processGPS carrier phase observations, which were acquired from a test network...

The exploitation of GPS differential technology for engineering surveys differs in anumber of respects from more conveational geodatic and cadastral applications. Among theprincipal considerations are the greater accuracy and reliability requirements. To satisfythese demands further improvement of existing data processing methods becomes necesary,which leads to this investigation. In this study different models are utilized to processGPS carrier phase observations, which were acquired from a test network with interstationdistances ranging from 0.6km to 30km using GPS receiver TI--4100. The experimentsshow: ——the standard deviation of double differnce of phase observations is dependent ofthe baseline length; ——introduction of the mathematical correlations among the double differences maynot improve the results; ——the dual frequency correction for the ionospheric effect gives worse results thannot applying the correction at all; ——careful modelling of tropospheric delay is of much importance for accurate base-line determination, especially for height component; ——the solution will be greatly strenghened if the estimated ambiguities are properlyforced to iategers.

本文用实验研究方法探讨工程测量中GPS观测数据处理的几个问题,得出如下结论:载波相位二次差的精度与基线长度有关,采用网的整体平差方法处理GPS观测值时需要考虑这个问题;引进相位二次差间的数学相关不一定能改善成果的精度;电离层延迟影响可不必考虑,但对流层延迟的不同模拟方法对成果影响很大;如果观测质量优良,应尽可能把“整波长数”的解约束为整数,以提高基线解的精度。

 
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