瀛洲大桥浇筑期间水化热温度场和温度应力分析

应用有限元分析程序ANSYS分析瀛洲大桥拱肋混凝土的浇筑温度场和温度应力,得到整个施工过程中温度场和应力场的分布规律,对高强度大体积混凝土的浇筑进行事前预测和浇筑进程控制具有重要的指导意义。     

安徽省公路超载运输现状调查与分析

以安徽省为例,对公路超载运输的货物种类、地区与线路分布、线路组成、车型结构、车辆装载规律、轴载分布规律等因素及其关系进行了系统调查和分析,以期为治理地区公路超载运输问题提供有效的基础性资料。     

A new source number estimation method based on the beam eigenvalue

Most source number estimation methods based on the eigenvalues are decomposed by covariance matrix in MUSIC algorithm. To develop the source number estimation method which has lower signal to noise ratio and is suitable to both correlated and uncorrelated impinging signals, a new source number estimation method called beam eigenvalue method (BEM) is proposed in this paper. Through analyzing the space power spectrum and the correlation of the line array, the covariance matrix is constructed in a new way, which is decided by the line array shape when the signal frequency is given. Both of the theory analysis and the simulation results show that the BEM method can estimate the source number for correlated signals and can be more effective at lower signal to noise ratios than the normal source number estimation methods.     

关于AC 380 V空调客车接地保护的探讨

介绍了AC 380 V空调客车的接地保护方式以及不同接地保护形式并存的危害,并提出了改进措施.     

纳米CeO2粒子与纳米TiO2粒子组合物用作润滑油添加剂的摩擦学性能研究

在四球磨损试验机上测试纳米CeO2粒子与纳米TiO2粒子组合物用作润滑油添加剂的摩擦学性能,采用SEM观察试验钢球磨斑形貌;分析实验结果,指出纳米CeO2粒子与纳米TiO2粒子组合物添加剂的最佳量和最佳配比,探讨各组分的作用和机理。     

虞山一线船闸改造工程闸首基坑临时支护形式的验算选用

本文是针对虞山一线船闸新建闸首的基坑支护形式通过验算进行选取,从而达到"安全可靠、经济合理、方便施工"。     

YUTONG BUS: Grateful To The Financial Crisis

Shenyin&Wanguo Securities issued an announcement on Jan 9 rating Yutong Bus(600066)asbuying,on the basis that the bus maker's gross profits went better in the last quarter of 2008 and to be further improved in the first quarter of 2009,with an increased market share. The report drew attention inside the in- dustry when the entire bus segment was suffering a tough time.     

交通工程建设项目方案投资效果的研究

从投资效果的实际问题出发，对不同投资方案的优缺点进行了分析，提出了补加投资效果分析中带有一些规律性的问题，并对多方案比较方法作了举例说明。     

土工材料与高速铁路路基工后沉降控制

通过桩网复合地基沉降变形、基底土压力等观测测试,分析桩土应力分担比的变化过程、土工格栅的受力特点及沉降变形规律,探讨土工格栅等土工材料控制路堤工后沉降的效果及设计方案,并介绍了土工材料在路基工程其他方面中的应用。