An analytical formula of driver RMS acceleration response for quarter-car considering cushion effects

In this paper, a 3-DOF (degree-of-freedom) model of quarter-car coupled with driver and cushion is used to derive an analytical formula, which can describe the driver RMS (root-mean-square) acceleration response with cars under random excitation generated by road irregularities. The study starts with the 3-DOF model. Based on the vehicle random vibration theory, using the residue theorem, the analytical formula of driver RMS acceleration considering cushion effects is obtained. Then, the driver RMS acceleration values calculated from the measured data and from the analytical formulae of the 3-DOF and the classical 2-DOF model are compared. The results show the analytical formula for the 3-DOF model provides a more reasonable approximation of the real response of the test car. Having obtained the analytical formula, the effects of vehicle parameters on driver RMS acceleration are studied. Finally, to provide critical foundations for the selection of the cushion damping, the optimal damping ratio of driver-cushion system is deciphered from the analytical formula. To uncover how each dynamic parameter effects the optimal damping ratio, the analysis of influencing factors is performed and some important conclusions are obtained. The derived analytical formula can be also conveniently used either during preliminary design or for other special purposes.     

Exact and grid-free solutions to the Lighthill–Whitham–Richards traffic flow model with bounded acceleration for a class of fundamental diagrams

In this article, we propose a new exact and grid-free numerical scheme for computing solutions associated with an hybrid traffic flow model based on the Lighthill–Whitham–Richards (LWR) partial differential equation, for a class of fundamental diagrams. In this hybrid flow model, the vehicles satisfy the LWR equation whenever possible, and have a constant acceleration otherwise. We first propose a mathematical definition of the solution as a minimization problem. We use this formulation to build a grid-free solution method for this model based on the minimization of component function. We then derive these component functions analytically for triangular fundamental diagrams, which are commonly used to model traffic flow. We also show that the proposed computational method can handle fixed or moving bottlenecks. A toolbox implementation of the resulting algorithm is briefly discussed, and posted at https://dl.dropbox.com/u/1318701/Toolbox.zip.     

南通职业教育——区域经济腾飞的助推器

从南通职业教育发展沿革出发,分析其在区域经济发展中的地位和贡献,并对未来南通经济腾飞中,如何把握好机遇,抢占先机,充分发挥职业教育的助推器作用提出战略思路。文章最后指出,提高南通职业教育服务地方经济发展的能力,必须坚持职业教育的科学发展、均衡发展、特色发展。     

多发武器同时命中时潜艇冲击环境研究

本文旨在研究潜艇在遭受单发命中和多发武器同时命中后的冲击环境对比分析.潜艇的冲击环境是考核潜艇生命力问题的关键.它又可以分为以下几种情况:单发命中、多发同时命中和延时命中.本文结合大型有限元动力分析软件LS-DYNA对某型潜艇进行了单发命中、多发同时命中时的数值模拟研究,对潜艇在遭受典型武器攻击后的冲击环境和冲击因子进行了研究,计算了艇体在受攻击后全艇的加速度响应,并给出了单发命中时冲击响应(加速度)峰值在潜艇不同部位的规律,以及单发命中和多发同时命中时冲击响应(加速度)的对比分析.通过数据分析表明:单发命中时冲击响应峰值在潜艇的不同部位有着不同的趋势,在水中爆炸冲击波作用的同时结构还会受到前驱波的作用,两发同时爆炸的加速度峰均值并不等于相应两个单发爆炸的简单代数和.这对于整个潜艇的生命力研究有着重要的意义.     

瞬态锤击法测试土压实度的初步实验研究

基于振动信号在土壤中衰减的基本原理,用重锤冲击压实度不同、含水量不同的土壤,在距锤击点一定距离处测试土壤响应信号并对信号进行分析。在大量试验的基础上,找出了反映土压实度的特征参数,得出了一种无损、快速检测土压实度的新方法。     

基于行驶舒适性的路桥过渡段差异沉降控制标准

从人车路相互作用出发,建立了人车路系统振动方程和路桥过渡段路面不平整模型,并通过编制的RCBP程序分析了车辆行驶舒适性的影响因素,最后确定了基于行驶舒适性的路桥过渡段差异沉降控制标准。结果不仅可以用于路桥过渡段差异沉降控制标准的相关规范,也可用于一般路基差异沉降标准的制定,对桥头跳车问题的处治和路桥过渡段路面的养护维修提供了科学决策依据。     

驾驶员适时加速对城市道路通行能力影响的调查与分析

对北京海淀区学清路口及学院桥路口交通状况进行了实际调查,针对交通现状,进行理论与实际分析,讨论驾驶员适时加速对城市道路通行能力的影响。     

悍马振荡压路机的特性研究

对悍马DV08V振荡压路机振动性能，尤其是在低振动作业许可环境下的特性进行了研究。通过对比类似机型，在现场测试了两者引起的建筑物的水平和垂直方向的振动加速度值和压实度值，分析论证了悍马压路机压实效果和对建筑物低振动影响的设计。     

无线通讯技术在压实度连续检测中的应用

从对现有压实度连续检测技术的研究现状出发，对利用加速度连续检测压实度的可行性进行了深入的分析，提出了利用蓝牙技术进行连续检测的工作原理和技术框架，对公路压实质量检测及监控方面有一定的指导意义。     

现代高速舰船推进主机的选择研究

高速和中速柴油机都可作为高速舰船的动力,近年来高速机的应用在不断增加。本文从尺寸、重量、集装性、航速范围、加速性和推进性能等方面对两类机型进行讨论,为高速舰船主机的选择提供比较的视角。