用于水下通信的电磁耦合系统的优化设计

提出了一种评定电磁耦合通信效果的方法,并给出了一种最优的电磁耦合系统的设计方法。讨论了影响电磁耦合系统通信距离的因素,提出了用通信系数,即互感和载波频率来评定电磁耦合的通信效果,并据此提出了电磁耦合圆线圈的优化设计方法。实验测试证明了通信效果评定方法和优化设计方法的正确性。通过该方法可以针对需要的通信距离设计出最小尺寸...     

Simulation and analysis of the revised Huygens probe entry and descent trajectory and radio link modelling

The Cassini spacecraft will arrive at Saturn in 2004 carrying the Huygens probe. The beginning of the Cassini tour at Saturn has been redesigned to achieve a different relative orbiter/probe geometry in order to compensate for the probe relay receiver design flaw that was discovered during tests in February 2000. This paper presents a numerical simulation of the Huygens atmospheric entry and descent trajectory and the Cassini flyby trajectory during the probe mission. A variety of parameters that are crucial for the probe system and its scientific payload have been calculated and analyzed together with an assessment of their uncertainties. Furthermore the orbiter/probe relay link was simulated in order to assess any potential data loss on the basis of an analytical model of the actual Huygens receiver onboard the Cassini spacecraft. The redesigned Cassini/Huygens mission satisfies all science and engineering requirements and assures the best possible radio link for the entire nominal mission duration.     

时间频率溯源链的重要特性及其应用

主要以美国国家技术标准研究院(NIST)的时间频率溯源链系统为典型,给出其方框图和技术指标,并述评了NIST的宗旨、任务,及时间频率溯源链的重要特征是:拥有高精度的铯喷泉原始频率基准(准确度、稳定度均~1.10-15);在时间频率传递方法和技术研究开发方面处于领先地位;在远程校准的频率测量和分析系统(FMAS),及溯源链系统的尖端装备的高集成化、自动化、智能化、轻量化品质方面均达到先进水平。并综述了高精度的时间频率同步系统在天文学测量、导弹发射、导航、定位等科学实验研究领域中的重要作用和目前达到的关键技术指标。     

结合卡尔曼滤波的城市路段速度估计

本文以城市出租车为浮动车数据采集源,介绍了基于GPS数据的实时路段速度估计的基本方法。针对目标路段GPS数据样本量不足的情况,考虑邻近区域的路段速度、上周同日速度、前一时刻速度等与目标路段当前时刻速度等密切相关的变量,建立多元线性回归方程,利用卡尔曼滤波融合预测值和测量值,从而提高路段行驶速度的估计精度。选择广州市东风路作为测试实例,融合值比测量值误差降低9%,绝对相对误差变动系数减少4%,表明结合卡尔曼滤波技术的城市路段速度估计精度和稳定性均得到提高。     

基于强度条件的黄土结构性静力试验研究

土体的结构是其强度、变形的内在决定因素,黄土的结构性由黄土颗粒之间的联结结构强度和摩擦结构强度所决定。由此,提出了基于强度条件的黄土静力结构性参数即联结结构静力强度势参数 、摩擦结构静力强度势参数 以及结构静力强度势参数 ,并通过黄土的三轴试验研究了原状黄土和人工水泥结构性黄土的结构性及基于强度条件的黄土静力结构性参数的变化规律,揭示了含水率、围压、轴向变形对原状黄土和水泥人工结构性黄土结构性的影响。结果表明,原状黄土的含水率越小,其结构性越强,结构破坏后土体强度损失越大;黄土结构的损伤破坏主要发生在小应变阶段。并对所提出的基于强度条件的黄土静力结构性参数的合理性进行了讨论。     

Using microwave links to adjust the radar rainfall field

The final stage in processing radar data so as to arrive at an estimated rain field typically involves a comparison of the preliminary radar-derived estimates of hourly rainfall with those observed by ground-based gauges. Often a mean field bias adjustment will then be applied using an age-weighted average of the individual gauge–radar comparisons. In this paper, a mean field bias adjustment is presented that uses the path-integrated rainfall estimates provided by microwave links together with information from gauges. It is shown to be at least as efficient as the current gauge-based procedure used by the UK Met Office to improve the accuracy of radar-based estimates of rainfall at the ground.     

基于脆性理论的灾害作用下生命线系统耦联分析

一个城市或地区的承灾能力主要看其基础设施的承灾能力,其中最重要的一个部分就是生命线系统的承灾能力。在分析评价生命线系统承灾能力时,不仅要考察复杂性、均衡性和可靠性这些网络特征,还要考虑各子系统间的关联性。这种关联对生命线系统整体的承灾能力有削弱作用。根据复杂系统脆性理论的思想和脆性联系熵的方法,提出了用系统综合脆性联系熵来反映和评价生命线系统整体的关联特性,并通过判断各子系统间的相互影响关系,量化了生命线系统整体的易损性。经耦联关系分析和计算,灾害破坏下,从生命线系统相互作用来看,电力系统受其他子系统的影响最大;而由于供水系统的关键性和其影响方式的不确定性,灾后首先要恢复的是供水系统的工作或供给。证明了该方法为优化系统组织管理、控制灾后的修复工作和协调子系统间的关系提供了依据。     

平阴县孝直镇关于大村制新型农村社区建设的探索和实践

平阴县孝直镇属偏远的农业大镇,为解决村庄规模偏小、布局分散和"空心村"等问题,充分利用国家城乡建设用地增减挂钩政策,以土地综合整治为平台,积极推进大村制建设,合村并点建设新型社区,从根本上改变农村面貌,加速城镇化和城乡一体化进程。     

深基坑内撑式支护结构计算的综合刚度和双参数法

将吴恒立提出的用于合理计算桩顶作用水平集中荷载的推力桩的综合刚度原理和双参数法,延伸应用于作用有水平分布荷载（土压力）的深基坑围护结构上,提出其杆系有限元数值解法,对一深基坑内支撑式支护结构实例的开挖和支护过程中的各个工况进行了数值模拟分析,由实测位移试算反分析得到了合理的墙-土的综合刚度和地基土抗力双参数,与现有方法计算结果对比表明,该方法能使所得结果更接近实测值。从而说明,综合刚度原理和双参数法的杆系有限元数值解能更为可靠的计算深基坑内支撑式支护结构,具有参考应用价值。     

Finite element investigation of steel built-up shear links subjected to inelastic deformations

Non-linear finite element models accounting for large displacements have been used to investigate the behavior of steel built-up shear links that had previously been tested using large-scale experiments. The links were designed using steel grades with yield points ranging from high to low strengths. The objectives of the numerical analyses were to further investigate the non-linear behavior and to correlate the numerical results with experimental observations. Elasto-plastic as well as cyclic stress-strain material properties were incorporated to study the influence of material behavior on the overall shear link response. Non-linear monotonic analyses of the shear links incorporating the cyclic stress-strain steel properties resulted in similar trends in the response as the backbone curves recorded from the physical experiments. The numerical models of built-up shear links utilizing structural grade steels closely correlated to the experimentally recorded shear strength.Models utilizing low yield point steels overestimated the shear strength, which was caused by the characteristics of cyclic behavior of those steels. The detailed numerical models also allowed for investigation of the plastic strain demands on the different components of the link. It was shown that finite element models combined with appropriate stress-strain relationship may be used with confidence to check the design of shear links of different steel grades and sectional geometries.