大跨度三主桁连续钢桁梁桥受力特性研究

为研究横向构件布置与截面设计对3主桁受力均衡性的影响,以宁波市三官堂大桥主桥160m+465m+160 m=785 m的大跨径钢桁架连续梁桥为例,采用Midas/Civil软件建立钢桁架梁模型,分析比较对称荷载与偏载作用下主桁结构支反力、轴力和位移等静力效应,得出了3主桁连续钢桁梁桥的内力分布特性.     

徐圩新区达标尾水排海工程项目运行管理研究

徐圩新区达标尾水排海工程项目作为连云港石化产业基地重要的基础设施,主要解决石化基地各企业污水处理达标后的最终排放问题.达标尾水排海工程项目的 稳定运行是石化基地的重要保障.为此,结合徐圩新区达标尾水排海工程的基本情况,对相关风险点及存在问题进行梳理,并提出运行管理实施方案来指导项目的 运行.     

辛泰线危岩落石整治

针对辛泰线危石、落石实际情况,结合《铁路路基设计规范》等相关规范、规则对产生危石、落石的原因进行分析并提出相应的综合整治措施。     

Fault classification method for the driving safety of electrified vehicles

A fault classification method is proposed which has been applied to an electric vehicle. Potential faults in the different subsystems that can affect the vehicle directional stability were collected in a failure mode and effect analysis. Similar driveline faults were grouped together if they resembled each other with respect to their influence on the vehicle dynamic behaviour. The faults were physically modelled in a simulation environment before they were induced in a detailed vehicle model under normal driving conditions. A special focus was placed on faults in the driveline of electric vehicles employing in-wheel motors of the permanent magnet type. Several failures caused by mechanical and other faults were analysed as well. The fault classification method consists of a controllability ranking developed according to the functional safety standard ISO 26262. The controllability of a fault was determined with three parameters covering the influence of the longitudinal, lateral and yaw motion of the vehicle. The simulation results were analysed and the faults were classified according to their controllability using the proposed method. It was shown that the controllability decreased specifically with increasing lateral acceleration and increasing speed. The results for the electric driveline faults show that this trend cannot be generalised for all the faults, as the controllability deteriorated for some faults during manoeuvres with low lateral acceleration and low speed. The proposed method is generic and can be applied to various other types of road vehicles and faults.     

汽车机械故障原因及防范措施

自中国改革开放以来我国的经济得到了飞速的提升,人们的生活质量和生活水平也在日新月异的变化,在现今时代汽车已经普及到了千家万户,成为了人们日常生活的必需品,也正因为如此汽车机械故障的原因及防范措施也逐渐受到了人们的关注,本文也就汽车故障产生的原因进行了分析,并寻找出相对应的解决策略.     

刚性悬挂自由振动特性分析

以南京地铁一号线刚性悬挂参数为依据,利用有限元模态分析法建立了接触网刚性悬挂自由振动的振型,列举出自由振动的各阶频率,并从模拟计算结果中分析了刚性悬挂的一些振动特性。     

升压式开关直流调压器的不变性控制法

本文提出并分析了升压式开关直流调压器的一种不变性控制方法，它允许电源电压和负载电流在一定范围内变化而不影响输出电压值，而且该调压器的工作频率恒定。文中还给出了范例计算的结果。     

北方六省（区）MMPI中文版的结构效度研究

通过对ＭＭＰＩ基本量表间的相关分析和因子分析，并与跨文化资料进行比较，发现中文版和原版所测的人格维度基本一致：主要负荷精神质（Ｐ），神经质（Ｎ）和社会内向（Ⅰ）因子，所解释的变异量为７０％左右；其次，负荷性度（Ｍ）和社会判断和适应因子（Ａ）。５个因子可解释变异量的８０％左右。判别分析结果发现，ＭＭＰＩ对正常组和８组精神疾病的正确划组率达７９．０２％至８８．２８％。提示中文版有较好的结构效度。     

铁路智能运输系统体系框架结构化方法应用研究

结合"铁路智能运输系统体系框架研究"项目,重点对体系框架的研究方法进行研究.概述结构化方法的基本原理,介绍结构化分析SA与结构化设计SD在构建RITS体系框架中的应用,以及下一步的研究重点.     

考虑预应力损失的混凝土梁徐变计算方法

将按龄期调整的有效模量法与有限元法相结合,建立预应力混凝土梁桥徐变计算结构分析模型。模型考虑预应力束对结构整体刚度的贡献及预应力损失和徐变变形的相互影响,较准确的实现施工过程中、长期荷载作用下的徐变计算。根据此模型编制预应力混凝土梁桥徐变计算有限元程序,对小凌河特大桥32m预应力混凝土箱梁进行计算。程序计算结果与实桥试验结果吻合较好,能较好地反映桥梁上拱及徐变应变。