Study of automatic designing of line heating technique parameters

1Introduction Lineheatingisashellplateheatprocessingmethod usedinshipbuildingproduction.Itisacomplexand difficulttechnique,mainlyusedindoublebending shellplateforming.Becausetherearemanyinfluence factorsinplateforming,theinfluencedisciplineis hardtopredic…     

Computerized three-dimensional design system for rectangular tile coating on hull surface

1Introduction Thehullsurfaceofaship,becauseitisanundevelop ablecurvedsurfaceandpossessesspecialdemands,needstobecoatedwithrectangularflexibletiles.A limitedgapispermittedbetweenthetiles,butthetiles mustcompletelycoverthehullsurface.Intheory,be causeofthec…     

开目CAPP在武船机制的应用

武昌造船厂机械制造分厂(简称武船机制)是武昌造船厂的下属核心企业,主要进行武船配套零部件的工艺设计与制造。在推进信息化建设过程中,采用了开目CAPP解决方案,取得了较好的效果。武船机制工艺信息化系统需求分析1.产品和工艺特点分析(1)产品的质量要求高,工期要求严格,对工艺设计质量和效率有很高的要求。(2)采用按订单生产的方式,进行独立的成本核算和控制。(3)需从总厂ERP系统中提取工程任务树,建立工艺设计与制造任务。设计完成的工艺数据也需按照ERP系统要求的格式进行统计并向ERP系统进行传递。(4)不同订单中的工艺专业种类繁…     

虚拟样机技术在传感器结构优化中的应用

基于Stewart平台的并联传感器结构的好坏直接影响着传感器的各项性能指标。本文采用ADAMS虚拟样机技术参数化传感器模型,以Stewart平台的各向同性指标为目标函数,以Stewart平台的5个基本结构参数为设计变量,对传感器的结构进行优化。找出了各向同性指标与各变量之间的变化关系,为传感器的结构设计提供重要依据。     

台北公共交通月及无车日活动回顾与展望

台北国际无车日自2002年起举办了5次,由最早的骑自行车活动扩大至包含“走路上学日”与“公共交通月”丰富多彩的系列活动,渐渐获得民众认同。无车日活动的目标是通过活动的倡导和社会参与来改变民众使用交通工具的行为,潜移默化的效应可促使形成可持续交通政策,当可持续交通政策与基础设施建设落实后又可具体改变交通环境,形成良性的循环机制。首先说明了“无车日”的由来,并回顾台北都会区过去5年来举行无车日系列活动的内容与经验,同时基于活动的发展与成果归纳出无车日活动的成功要素,最后提出未来活动将扩大举办的内容、方式与展望,以期能为其他城市作参考。     

Assessment of factors associated with travel time reliability and prediction: an empirical analysis using probabilistic reasoning approach

Significant efforts have been made in modeling a travel time distribution and establishing measures of travel time reliability (TTR). However, the literature on evaluating the factors affecting TTR is not well established. Accordingly, this paper presents an empirical analysis to determine potential factors that are associated with TTR. This study mainly applies the Bayesian Networks model to assess the probabilistic association between road geometry, traffic data, and TTR. The results from this model reveal that land use characteristics, intersection factors, and posted speed limits are directly associated with TTR. Evaluating the strength of the association between TTR and the directly related variables, the log odds ratio analysis indicates that the land use factor has the highest impact (0.83) followed by the intersection factor (0.57). The findings from this study can provide valuable resources to planners and traffic operators in their decision-making to improve TTR with quantitative evidence.     

Subjective well-being and travel: retrospect and prospect

Although the improvement of well-being is often an implicitly-assumed goal of many, if not most, public policies, the study of subjective well-being (SWB) and travel has so far been confined to a relatively small segment of the travel behavior community. Accordingly, one main purpose of this paper is to introduce a larger share of the community to some fundamental SWB-related concepts and their application in transportation research, with the goal of attracting others to this rewarding area of study. At the same time, however, I also hope to offer some useful reflections to those already working in this field. After discussing some basic issues of terminology and measurement of SWB, I present from the literature four conceptual models relating travel and subjective well-being. Following one of those models, I review five ways in which travel can influence well-being. I conclude by examining some challenges associated with assessing the impacts of travel on well-being, as well as challenges associated with applying what we learn to policy.

     

某全驱沙漠车悬架侧倾刚度设计研究

以某4x4全驱沙漠车为研究对象,提出了一种简化的整车数学模型,建立了整车侧倾角与板簧、横向稳定杆刚度的函数关系,得到悬架侧倾角刚度对整车侧倾性能的影响。并介绍了横向稳定杆角刚度计算方法,前后悬架侧倾角刚度匹配原则。     

激光熔覆方法增强自卸车钢板耐磨性能研究

磨损是影响自卸车车厢使用寿命的主要原因之一,研究利用激光熔覆方法,制备出含有TiC、VC增强颗粒的熔覆层。利用X射线衍射仪、电子探针、透射电镜对增强颗粒进行微结构分析;利用滑动磨损试验机研究了熔覆层的耐磨损性能。结果表明,激光熔覆层的耐磨性明显好于Q235板材。     

先张法折线预应力工字梁成桥动载试验研究

为了解先张法折线预应力工字梁成桥后结构的自振频率、振幅、冲击系数等动力特性实测参数,通过对其进行动载试验,将有限元计算的理论值与实测值进行了对比分析,发现自振频率、振幅、冲击系数等动力特性实测参数均小于理论值,表明桥梁整体受力性能良好,满足设计运营荷载等级的要求。