我国200 km/h速度等级机车转向架主要技术特征的探讨

着重就我国200km/h速度等级机车转向架的速度、轴重、轴式、牵引电动机轮对驱动制动系统等主要技术特征进行了探讨,提出了一些必须系统全面研究考虑的新技术、新结构.最后指出在我国形成和建立电动机轮对驱动制动系统集成技术的重要性.     

五螺杆泵型线分析及改进

简缩了传统五螺杆泵齿型实用计算,并对型线改进进行探讨.给出提高五螺杆泵性价比的方案及计算实例,以供不同生产条件之参考.     

斜井套管射孔完井出砂预测模型的建立

针对目前进行的比较多的套管射孔完井,以线弹性理论为基础,通过分析定向油井井眼围岩岩石受力的应力状态和射孔孔壁应力分布,考虑井眼围岩应力对射孔孔壁应力状态的影响;根据Moh-Coulomb准则和Drucker-Prager准则分别提出两个地层稳定性指数的概念;并利用孔壁应力分布和Drucker-Prager破坏准则所建立的出砂预测模型;通过对W1油井的出砂预测,验证该模型预测结果与油井实际情况较吻合。     

一种改进的Jakes’信道模型及仿真

由于无线通信环境中存在的诸多不确定因素以及其在现代无线通信系统中的重要作用，合理的无线信道成为通信系统仿真研究的重要目的。确立信道仿真模型的目的就是为了尽可能的得到实际信道的统计特性，该文针对Jakes提出的信道模型，通过仿真来分析其局限性，并参考其中的谐波叠加（sum of sinusoids，SOS）法，来建立一种采用了随机分支增益、随机初始相位和有条件的随机多普勒频率改进的信道模型。     

经验过程的一般加权大数定律

研究了经验过程中加权系数具有某些较弱性质的加权和收敛问题.利用经验过程中已有的几个概率不等式与一般加权和的对称化不等式,得到了经验过程中的独立同分布随机元序列的这类加权和的强、弱大数定律成立的充分条件(E‖f(X0)‖1/αG<∞).同时,对经验过程中的Cesaro大数定律和欧拉弱大数定律进行了推广.     

汉英名词形态标记比较与翻译

汉英名词形态标记差异悬殊,这种语言形式的差异是汉英名族文化差异的具体体现。汉民族倾向于具体形象思维,语言形象具体,"动"感十足;而英语民族擅长抽象思维表达,英语语言具有"静"态性,行文灵活,表达自然,但也抽象晦涩难以理解。汉英语转换要充分考虑各自文化差异,分别体现汉英语的"动"态与"静"态。     

从成长主题解读《爱的故事》

《爱的故事》是美国作家露丝·怀特的作品,该作品1997年获纽伯瑞儿童文学奖银奖。小说展现了青少年在遭受重大挫折与伤痛之后如何在爱的支持下走出阴霾,心灵变得坚强与勇敢的艰难历程。通过分析主人公成长中的顿悟、成长的引路人和成长的仪式等方面所体现的成长主题,深入探讨了该小说中体现出的对爱的三种不同理解。     

高职院校引入“校检合作”模式预防职务犯罪探析

纪委受同级党委领导的先天局限性,加上人员编制配备和机构设置的不尽合理,而近年来高职院校职务犯罪问题日益突出,使高职院校纪检部门与检察机关合作预防职务犯罪成为迫切需要。检察机关通过共享自有资源、提出有针对性的司法建议、建立行贿犯罪档案查询系统、协助培训、协助侦查等方式帮助高职院校纪委预防和打击职务犯罪,高职院校通过发挥自身资源优势,为检查机关提供研究服务。     

非对称建筑荷载作用下小净距隧道施工模拟分析

在非对称建筑荷载作用下,采用CRD法和预留核心土弧形导坑法两种施工开挖方案,对小净距隧道的施工过程进行了数值模拟研究.对两种施工方案的洞室周边竖向变形、地中围岩变形和洞室周边的围岩应力进行了对比分析,揭示了非对称建筑荷载作用下两种方案的洞室周边竖向变形规律和变形规律的相似性,获得了地中围岩变形的变化规律,对信息化反馈施工,指出了必须重点监控与关注的位置.     

Corrosion rate measurements in steel sheet pile walls in a marine environment

Corrosion of steel structures in the marine environment is a major problem. The deterioration of this kind of structures is costly and difficult to predict both when designing new structures and when estimating the remaining service life time for existing structures. The aim of this investigation was to find indicative values for the corrosion rate of steel sheet piles on the Swedish west coast. Such corrosion rates (mm/year) can be used both when designing new structures by oversizing the steel thickness and when estimating the bearing capacity of existing sheet pile structures. Earlier investigations on the corrosion rates along the Swedish east coast – with salinity from about 0.2% to 0.8% – are still used today as guidelines for the corrosion rate of all steel structures in the Swedish maritime environment even though the salinity on the west coast can be as high as 3.0%.Steel sheet pile wharfs located in the port of Halmstad on the Swedish west coast were inspected by ultrasonic measurements. Three wharf structures with a total length of about 700 m were inspected. None of the inspected wharfs had or have had cathodic protection. The thickness measurements of the steel sheet pile structures were performed by divers.The age of the three inspected sheet pile structures ranged from 36 to 51 years. The dimensions of the original sheet pile sections are known. One of the quay structures is located along a river. The salinity at all wharfs varied from low values at the surface to approx. 2% at the bottom (also in the river outflow).The measured average corrosion rates were in the same order as the design values in the European code. However, the results indicate increased corrosion rates about 1 m below the mean water surface and at the level of the propellers from the ships berthing the most frequented of the inspected wharfs, 3–6 m below water surface.The tolerances of steel sheet thicknesses – usually in the order of ±6% – are often neglected when investigating the remaining thickness in steel sheet piles. A simple calculation model shows that the sheet pile must be almost 50 years of age before an accurate estimation on the corrosion rate can be made, considering the tolerances, if the true original sheet pile thickness is not known.