Measurement of Swarm Parameters of c-C4F8/CO2 and Its Insulation Characteristics Analysis

In c-C4F8 and c-C4F8/CO2 mixtures, the swarm parameters including ionization coefficient, attachment coefficient and effective ionization coefficient were obtained at the ratio of the electric field strength to the gas density between 150-550 Td by the steady-state Townsend (SST) method. Static breakdown voltages at each ratio were also measured at the SST condition. The limiting field strengths were obtained by two methods:computing the density-normalized effective ionization coefficient as a function of the overall density-reduced electric field strength; and measuring static breakdown voltages as a function of the product of gas density and electrode separation. Good agreement was obtained by these two methods, which ensures the correctness of the former method. The limiting field strengths of c-C4F8 and c-C4F8/CO2 mixtures were compared with those ofpure SF6, SF6/CO2 mixtures and pure c-C4Fs. It is found that buffer gas CO2 does not reduce the limiting field strengths of c-C4F8 greatly, the limiting field strengths of c-C4F8/CO2 mixtures are higher than those of SF6/CO2 mixtures or even pure SF6, and so c-C4F8/CO2 mixtures are suggested to be possible substitutes for SF6.     

Singularly perturbed solution for nonlinear equations of fourth order with two parameters

A class of singularly perturbed boundary value problem for nonlinear equation of fourth order with two parameters is considered. Under suitable conditions, the existence and asymptotic behavior of solution for boundary value problem are studied using theory of differential inequalities.     

轨道结构参数对轮轨作用力的影响

以双层弹簧阻尼支承Timoshenko梁作为钢轨的力学模型,在列车荷载作用下钢轨动力响应解的基础上,采用二系质量模型,计算了不同轨下基础参数时的轮轨作用力时程曲线和频谱曲线,分析了轨下基础参数对轮轨作用力的影响。     

路面结构参数对拓宽道路附加应力的影响

应用有限元程序,将路堤顶面的差异沉降作为位移约束条件直接施加到路面结构底部,建立了差异沉降下路面结构应力的计算模型.分析了路面结构参数变化对拓宽道路的影响,并采用正交设计法进行了结构层参数变化的敏感性分析.结果表明,路面各层附加应力随着不同结构层厚度和模量的增大而有相应地增大或减小,对基层底附加拉应力而言,基层厚度和模量的变化对其影响最大.对不同的路面结构层底附加应力,各因素影响显著性程度不一样.     

滑坡治理中的反分析法

反分析法视滑坡过程为大型现场剪切试验,将整个滑体作为剪切试验对象,通过反分析计算确定滑动带的合理强度参数。工程实例证明:反分析法克服了现场试验难以进行的缺点,在滑坡稳定性分析中具有较高的可靠性。     

城市道路交通状态分析方法回顾与展望

阐述了城市道路交通状态分析的必要性,通过对实时交通状态进行科学分析和划分,为区域路网的交通流控制、诱导等提供交通管理决策支持。并对现有的交通状态分析方法进行评述,提出了进一步的研究方向。     

曲梁预应力摩阻损失试验研究

针对曲线梁中预应力筋束的摩擦系数取值的问题,结合曲梁预应力摩阻损失试验及有限元模型分析,介绍了预应力摩阻损失试验方法,分析了曲率半径与摩阻损失之间的关系,提出了摩阻系数取值建议,研究结果可为同类桥型预应力损失计算提供参考。     

乘用车参考样车静态参数的对标分析

基于Benchmarking设计理念,以三坐标测量仪等设备为例介绍了如何对样车的静态参数进行采集与处理,然后对样车的机械布置、人机工程、法规校核等进行了典型分析,最后完成整车基本尺寸工程图并建立相关的设计数据库,本文的分析过程对乘用车的新车开发具有一定的指导意义。     

超声波法检测混凝土桩基声学参数的应用分析

介绍了超声波法检测混凝土桩基的声学原理。通过大量实测数据的声学参数声速、幅值和波形的统计计算,得到相关技术参数值,并经综合分析判断,对超声波法声学参数在检测混凝土桩基中的应用提出了新见解。     

水库塌岸特征参数与库岸物质组成关系

在现场实测的基础上,统计、定性分析了澜沧江一水库和南盘江一水库的塌岸特征参数(冲磨蚀角α、水上稳定坡角β)与库岸物质组成间的关系。通过分析可知,这些特征参数随石土比增大而增大,随密实度增大而增大,随含水量增大而减小,随胶结程度加强而增大。