跨座式单轨车二系减振器关键参数研究

跨座式单轨车因其特殊的结构形式,采用在转向架和车体中心销座之间安装有一定角度的液压减振器来同时提供横向和垂向阻尼,因而减振器的安装角度和阻尼大小将同时影响车辆的平稳性。通过仿真计算分析了减振器的安装角度和阻尼这两个关键参数对车辆平稳性的影响,合理选取了具有较佳动力学性能的减振器参数。     

任意形状明置基础扭转振动复合集总参数模型

根据基础振动弹性半空间理论的最新成果,推导出一个计算明置基础扭转振动的复合集总参数模型.采用该模型对复杂形状的明置块体基础在扭转谐和扰力作用下的动力响应进行计算,并将振幅计算结果与采用由弹性半空间理论所得到的基础扭转振动刚度和阻尼公式(由大量试验、数值计算所证实)的振幅计算结果进行比较,结果表明:两者结采非常吻合,误差仅为3.13%.利用该模型可以容易地计算在扭转扰力作用下任意频率、任意泊松比和任意形状(不包括环型)的均质半空间上块体明置基础的动力响应.     

DATA MODELING METHOD BASED ON PARTIAL LEAST SQUARE REGRESSION AND APPLICATION IN CORRELATION ANALYSIS OF THE STATOR BARS CONDITION PARAMETERS

Objective To investigate various data message of the stator bars condition parameters under the condition that only a few samples are available, especially about correlation information between the nondestructive parameters and residual breakdown voltage of the stator bars. Methods Artificial stator bars is designed to simulate the generator bars. The partial didcharge(PD) and dielectric loss experiments are performed in order to obtain the nondestructive parameters, and the residual breakdown voltage acquired by AC damage experiment. In order to eliminate the dimension effect on measurement data, raw data is preprocessed by centered-- compress. Based on the idea of extracting principal components, a partial least square (PLS) method is applied to screen and synthesize correlation information between the nondestructive parameters and residual breakdown voltage easily. Moreover, various data message about condition parameters are also discussed. Results Graphical analysis function of PLS is easily to understand various data message of the stator bars condition parameters. The analysis Results are consistent with result of aging testing. Conclusion The method can select and extract PLS components of condition parameters from sample data, and the problems of less samples and malticollinearity are solved effectively in regression analysis.     

用DELPHI编程实现频率合成器参数设计的方法

Delphi是运行在Microsoft Windows下应用程序的完整开发系统,用delphi开发频率合成器设计程序,使得复杂的频率合成器设计变得简单、快捷。本文将介绍一些领率合成器中的环路参数、组合成分等的设计计算及编程。     

Parameter Characterisation of Asphalt Mixtures for Visco-Elastoplastic Analysis

Asphalt mixtrues exhibit strong viscous properties under repetitive loads.This phenomenon can be simulated in creep and recovery tests.By applying the visco-elastoplastic model proposed,data recorded in the tests are interpreted.It is emphasised that applicability of the visco-elastoplastic model depends on the proper method of characterising parameters involved in the constitutive equations.Since two or more strain components of elasticity and viscosity coexist during the loading or unloading,a measuring system of two loggers is introduced to decouple these components.Test data are analysed in three steps as elastic.visco-elastic and visco-plastic evaluations,using the records collected at the moment of unloading,during the periods of recovery and creep respectively,Factors that may influence the accuracy of data analysis are also discussed.     

BIFURCATIONS AND CHAOS CONTROL IN TCP-RED SYSTEM

Internet is heterogeneous in nature,and ex-tremely wide variations in parametric perturbationlead to a very rich world of dynamical behaviorsranging from s mooth,stable operation to rathercomplicated irregular patterns.In[1],the occur-rence of chaotic behavior in TCP has been reportedfor the first ti me.Since the seminal work of Mathisand Floyd[2-3],there have been increasing interestsin the dynamical characteristics of Internet.In theprevious work,TCP congestion control algorithmplus RED…     

心理变量对议程设置敏感度影响的实证研究

在心理变量对议程设置敏感度的研究中，以往西方的研究大都集中在与竞选有关的问题上，本研究在将其研究范围扩展后，首次以中国传媒和受众为研究对象，检验了收视收听兴趣、媒介使用目的和媒介信任度，以及需求层次等变量对议程设置敏感度的影响。本研究不仅在检验变量的设置上有一定的独创性，而且研究结果对于传媒实践也具有一定的指导意义和参考价值。     

桥梁损伤检测中曲率模态分析研究

论述了曲率模态分析的基本理论,探讨了曲率模态在结构损伤检测中的应用,并举例证明了曲率模态方法具有良好的准确性,灵敏性.     

混凝土抗震框架变形能力弹塑性可靠度敏度分析

采用杆系 层模型,将改进的计算结构静力可靠度的JC法与Wilson θ法相结合,建立了钢筋混凝土抗震框架侧向变形能力弹塑性时程可靠度算法,并用此算法对影响钢筋混凝土抗震框架层间变形能力弹塑性时程可靠度的结构参数随机变量进行了敏度分析.结果表明,所有结构参数中,混凝土弹性模量和梁、柱截面尺寸的变异性对钢筋混凝土抗震框架层间变形能力弹塑性时程可靠度的影响最大;对于同一结构参数,其变异性对抗震框架层间变形能力弹塑性时程可靠度的影响在整个地震动过程中随时间变化.     

建筑结构地震反应的ATMD控制分析

从现代控制理论入手,采用部分状态反馈理论的闭环控制,进行了高层建筑结构抗震的ATMD主动控制分析和方案设计.以某8层建筑为例,进行了地震荷载作用下ATMD控制系统物理参数和控制算法软参数优化分析,得到了ATMD子系统的最优各项物理参数.在此基础上,进行了结构在地震作用下ATMD主动控制的时程分析.计算结果表明,在EI-Centro波作用下,ATMD控制系统使得结构顶层位移和加速度峰值分别减小了30.16%和24.13%,且控制力峰值也较小,为266.08 kN.从而验证了ATMD控制系统的有效性和可行性.