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151.
《铁道标准设计通讯》2016,(8):139-143
在现场的应用中,ZPW-2000A型无绝缘移频轨道电路在安全性和可靠性方面有着显著优势,但其分路特性的改善是需要关注的问题。采用电平衰耗法的计算方法,对无补偿电容、有补偿电容和有最佳补偿电容时的无绝缘轨道电路的分路特性进行分析,并用Matlab软件仿真得到轨面各点的分路灵敏度和分路残压比较结果。结果表明,补偿电容对轨道电路的分路特性有明显的改善作用,而找到最佳补偿电容值对轨道电路进行补偿,不但能同时保证轨道电路全程可靠分路,并且降低了分路残压,使得无绝缘轨道电路的分路特性更稳定。 相似文献
152.
介绍中国重汽WD615系列欧Ⅲ柴油机燃油喷射系统各部件的作用、结构特点和工作原理.以及电气控制系统。便于广大用户使用和维护WD615系列欧Ⅲ系列柴油机。 相似文献
153.
The mega-size containership viability was analyzed by considering different service networks for different ship sizes: hub-and-spoke and multi-port-calling (MPC) networks for mega-size containerships and conventional ships. A model was proposed, which quantifies the economies of scale in operating large con- tainerships and constructs models for ship routing under different service networks. A sensitivity analysis was conducted to test the effect of feeder costs and the results analyzed to determine optimal containership size with respect to different operational scenarios. Throughout model applications for Asia-Europe and Asia-North America trades, the mega-size containership is competitive in all scenarios for Asia-Europe, while it is viable for Asia-North America only when the feeder costs are low. 相似文献
154.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(2):280-300
A sensitivity analysis has been performed to assess the influence of the elastic properties of railway vehicle suspensions on the vehicle dynamic behaviour. To do this, 144 dynamic simulations were performed modifying, one at a time, the stiffness and damping coefficients, of the primary and secondary suspensions. Three values were assigned to each parameter, corresponding to the percentiles 10, 50 and 90 of a data set stored in a database of railway vehicles. After processing the results of these simulations, the analysed parameters were sorted by increasing influence. It was also found which of these parameters could be estimated with a lesser degree of accuracy in future simulations without appreciably affecting the simulation results. In general terms, it was concluded that the highest influences were found for the longitudinal stiffness and the lateral stiffness of the primary suspension, and the lowest influences for the vertical stiffness and the vertical damping of the primary suspension, with the parameters of the secondary suspension showing intermediate influences between them. 相似文献
155.
本文以联邦德国农业及经济状况为出发点,介绍了利用生物制品,主要是粮食,油料等农产品转化为发动机燃料的研究工作情况,并重点介绍了用菜籽油和酒精的试验研究情况。 相似文献
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158.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(4):539-561
In this paper, vehicle stability control and fuel economy for a 4-wheel-drive hybrid vehicle are investigated. The integrated controller is designed within three layers. The first layer determines the total yaw moment and total lateral force made by using an optimal controller method to follow the desired dynamic behaviour of a vehicle. The second layer determines optimum tyre force distribution in order to optimise tyre usage and find out how the tyres should share longitudinal and lateral forces to achieve a target vehicle response under the assumption that all four wheels can be independently steered, driven, and braked. In the third layer, the active steering, wheel slip, and electrical motor torque controllers are designed. In the front axle, internal combustion engine (ICE) is coupled to an electric motor (EM). The control strategy has to determine the power distribution between ICE and EM to minimise fuel consumption and allowing the vehicle to be charge sustaining. Finally, simulations performed in MATLAB/SIMULINK environment show that the proposed structure could enhance the vehicle stability and fuel economy in different manoeuvres. 相似文献
159.
以山西省吕梁机场黄土边坡工程为例,通过分析导致黄土边坡发生滑坡的影响因素,确定黄土地区机场高边坡的敏感性因素,根据正交试验设计方法,利用理正边坡计算软件,采用简化Bishop法对正交试验设计方案进行安全系数的计算,得到了这些敏感性因素对黄土边坡的影响显著性,所得结果对机场黄土边坡失稳的预测与防治具有重要的意义。 相似文献
160.
利用Abaqus有限元软件建立三维沥青路面结构模型,对沥青路面结构的自振频率进行研究,并采用现场实测与室内试验验证该模型的合理性。以半刚性基层沥青路面为重点,对不同路基路面结构参数进行敏感性分析。结果表明:模型与实测数据之间的误差约为7%,模型合理;典型的半刚性基层沥青路面的自振频率一般在10~20Hz之间;面层和基层的模量变化对沥青路面的自振频率基本无影响,但随着它们厚度的增加,基频有减小趋势,厚度每增加5cm基频减小0.2Hz左右,第2~10阶的自振频率无变化;基频随着垫层模量的增加呈小幅度增加,而随着厚度的增加基频减小,厚度每增加5cm基频减小0.2Hz左右,第2~10阶的自振频率不受结构组合的影响;路基模量对沥青路面的自振频率影响较大,基频和第2~10阶的自振频率均随路基模量的增加而增加,增量2~3Hz/10MPa之间,且路基模量增加时,第2~10阶的自振频率增量比基频增量大0.6Hz左右。 相似文献