船舶操纵模拟器的随动舵测量方法

提出基于旋转编码器的船舶随动舵测量方法,阐述了测量原理、软硬件设计方案.实验证明,该方法能够准确测量船舶随动舵的旋转角度和转动方向.     

Dynamics of the railway track and the underlying soil: the boundary-element solution,theoretical results and their experimental verification

A combined finite-element boundary-element method is presented in detail to calculate the dynamic interaction of the railway track and the underlying soil. A number of results are shown for ballasted and slab track, demonstrating the influence of the stiffness of the soil and the rail pads on the vertical compliance of the track. The compliance of the track is combined with a simple model of the vehicle giving the transfer function of vehicle–track interaction. An experimental verification of the theoretical results is achieved by harmonic and impulse excitation with and without static (train-) load and by combined measurements of train–track–soil interaction. A clear vehicle–track resonance is found for the slab track with elastic rail pads and for higher frequencies at highspeed traffic, the dynamic axle loads due to sleeper passage are reduced.     

车辆转弯和变道能力试验的开发运用

本文简单介绍了车辆弯道和变道能力试验的方法,并通过公司开发某车型时进行的弯道能力试验案例,说明此试验结果可以为设计人员提供了宝贵的底盘优化建议,具有非常重要的意义。     

A review on bicycle and motorcycle rider control with a perspective on handling qualities

This paper is a review study on handling and control of bicycles and motorcycles, the so-called single-track vehicles. The first part gives a brief overview on the modelling of the dynamics of single-track vehicles and the experimental validation. The second part focusses on a review of modelling and measuring human rider control. The third part deals with the concepts of handling and manoeuvrability and their experimental validation. Parallels are drawn with the literature on aircraft handling and pilot models. The paper concludes with the open ends and promising directions for future work in the field of handling and control of single-track vehicles.     

地铁隧道双线暗挖斜穿地裂缝地表变形规律及控制技术研究

为分析暗挖黄土地铁隧道双线斜穿地裂缝时地表变形规律,以西安地铁3号线为依托工程,通过理论分析、FLAC3D模拟及实测,对地裂缝处地表纵向、横向变形规律进行系统研究。主要结论:地裂缝与掌子面关键体相交时,该阶段为控制掌子面稳定性及地层沉降的关键;穿越过程地裂缝处上、下盘将产生沉降错台及水平张拉,二者发展趋势较为接近,错台的发展及恢复分别集中在进度-1.25D~0和0~1.75D;受先行隧道扰动影响,后行隧道于地裂缝处将产生更大的沉降差和最终沉降;地表最终纵向沉降将在上盘距地裂缝约1D处出现最值点,沉降集中区范围可按已有规程进行投影确定;地裂缝处的地层沉降控制可采用减小导洞面积、留设核心土、增强超前支护、控制地表水下渗等综合措施进行。     

地效翼船主翼结构优化设计

本文利用ANSYS软件,建立了地效翼船主翼结构工程实用的优化模型,根据主翼结构的制造工艺和设计载荷工况确定了关键构件截面的优化设计变量和应力约束条件,以主翼结构最小重量为目标函数进行优化设计,取得了明显的减重效果.在对优化结果可靠性评估的基础上,提出了应力折减系数以修改关键构件的应力约束条件,进行主翼结构的二次优化,提高了优化设计的可靠度.     

大型重载油轮进靠港发码头操纵要领初探

阐述港发码头的特殊地理位置、复杂水流情况以及有限的可供船舶掉头的水域特点,针对大型重载油轮进靠、操纵的困难性和大型重载船舶进靠出现的一些问题,根据多年对大型重载油轮的引航实践工作,提出一些建议和应该注意的事项.     

探地雷达在公路路基缺陷检测中的应用

分析了探地雷达检测路基缺陷的原理,结合工程实例介绍了探地雷达在公路路基缺陷检测中的应用。     

非饱和路基渗流与变形有限元分析

对路基进行渗流与变形的有限元分析,结果表明由于路基水温状况不良而导致产生薄弱环节是造成翻浆破坏的主要原因,并讨论了防治公路翻浆冒泥应采取的措施.     

车辆电子稳定性程序的最优控制

引入轮胎魔术公式,建立了车辆的两自由度非线性动力学模型．以车辆质心侧偏角和横摆角速度为控制变量,基于车辆的线性动力学模型设计了最优控制器,将此控制器应用于非线性动力学模型并进行了仿真．结果表明,车辆电子稳定性程序显著提高了车辆的操纵稳定性,使驾驶员在大侧向加速度、大侧偏角的极限工况下能够对车辆进行正常操纵．