农村公路普及与规划深度发展预测

通过对农村公路通达深度的分析，提出了农村公路近期发展规模和资金需求预测，为指导农村路网规划提出参考依据。     

高速公路桥梁活荷载参数研究

在高速公路桥梁结构极限承载力和可靠性研究中,由于规范中没有车辆荷载的统计参数,无法直接进行可靠性分析,因此有必要首先进行荷载统计参数和加载模型的研究.基于英国交通研究实验室于1990年进行的历时2周的统计调查所得的WIM数据,利用Microsoft Visual Basic(6.0版)编制分析程序,首先根据各种不同车辆出现概率统计出5种最常见载重卡车;然后分别统计其构形、轴重、总重及桥跨为变量时多辆卡车在桥梁上同时出现的概率.统计结果可直接用于桥梁结构体系可靠性分析.     

内置式永磁无刷直流电动机的分析和设计

基于内置式永磁无刷直流电动机磁桥处漏磁较大的特点,提出了在转子冲片上打空气孔隔磁的方法,并通过电磁场进行了仿真分析,证实了空气孔隔磁的有效性,给出了不同孔径和气隙长度对漏磁的影响,为选择合适的隔磁空气孔和气隙长度提供依据。实验样机的电磁场分析和实测结果,进一步说明该设计的有效性、可行性。     

应用于桥梁检测中光纤应变传感器测试系统

针对监测钢筋混凝土桥梁营运过程中应力状态所使用的应变传感器,介绍其性能特点、安装位置及使用方法。对提高桥梁结构的安全使用与维护管理水平能起到促进作用,另外在提高我国大型桥梁的设计和分析能力上也具有积极的意义。     

一种基于桥式电路的单级PFC拓扑及控制方式研究

本文提出了一种基于桥式逆变电路的新型单级功率因数校正变换器的电路拓扑，分析了其工作原理及控制方式，研究了该电路拓扑的输入、输出性能指标与控制参数间的关系。通过对一台输出功率为1100W的通讯电源的设计与仿真分析表明：运用该电路拓扑的实验装置的功率因数较高，输入电流的总谐波畸变较低，输出电压纹波小，而且整个装置的效率也比较高。     

Practical crack control during the construction of precast segmental box girder bridges

Cracks that occurred in the bottom slab of a precast segmental bridge were investigated through a construction sequence analysis, which revealed that the cracks were caused by excessive deformation during temporary post-tensioning while joining the segments. In addition, a parametric study was performed to evaluate the effects of the prestressing sequence, bottom slab thickness, and position of the prestressing anchors. The structural behavior of the girder sections was greatly affected by the thickness of the bottom slab and the position of prestressing anchors, but not by the prestressing sequence. Based on the results, a construction method that prevents the cracks is proposed.     

A knowledge-based system for the recycling of non-hazardous industrial residuals in civil engineering applications

Abstract: It is estimated that 4.6 billion tons of non‐hazardous solid waste materials are produced annually in the USA. The potential reuse for a portion of the materials in the construction of highways and roads suggests that valuable benefits in terms of economic and environmental gains are possible. This paper describes the development of a prototype computer‐assisted tool or expert system to help manufacturers assess and analyze their industrial residuals as potential road construction material. This represents an expansion in the application of intelligent systems to domains where a few, hard‐to‐find technical reports have represented the main source of expertise available to practitioners for years. The system, developed through the use of an object‐oriented software shell, Level5 Object, was designed in a user‐friendly Windows environment which allows users with little or no computer training to effectively evaluate material residuals.     

动载测试与小波分析在桥梁结构损伤诊断中的联合应用

将结构动载测试与小波分析相结合提出了适用于大跨桥梁结构的两阶段损伤诊断方法。采集桥梁结构在损伤前后各测点的动载测试数据并进行小波包分解得到小波包能量谱，在此基础上计算结构损伤预警指标和损伤定位指标，用以确定损伤的发生及其所在的区域。某三跨连续梁桥的数值模拟研究结果表明了本文所采用的损伤诊断方法的可行性与有效性。     

润扬大桥悬索桥北锚碇基础接触应力仿真分析

针对润扬大桥悬索桥北锚碇基础的浇筑施工、运行过程，基于大型有限元分析软件Marc进行二次开发，建立了锚碇基础和土体共同作用的三维有限元仿真计算模型。考虑锚碇基础浇筑过程中地下水位改变引起基底水压力的变化对锚碇基础接触应力分布的影响，对锚碇体浇筑到运行的全过程进行了仿真数值计算，揭示了岩层地基上悬索桥重力式嵌岩锚碇基础接触应力在施工到运行过程中的变化规律。工程实例数值计算结果表明，在不同施工浇筑阶段，尽管锚碇基础不同部位的接触应力呈现出不同的变化特征，北锚碇基础在施工到运行全过程中基础接触应力总体满足设计要求。     

钢筋混凝土桥梁结构损伤评定与评估技术

阐述了钢筋混凝土桥梁工程结构的损伤评定及评估的意义、方法,综述了损伤评定、评估技术的成果.