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1.
电机悬挂方式对LIM地铁系统动力特性的影响研究   总被引:1,自引:0,他引:1  
研究目的:研究直线电机地铁在不同电机悬挂方式下的气隙变化规律及车辆、轨道的动力响应特性,并将二者进行比较。研究方法:应用车辆轨道耦合动力学理论,分别建立不同悬挂方式下的系统模型并编制相应的仿真程序,通过在轨道局部加入谐波型余弦不平顺激励对系统的动力特性进行分析。研究结果:2种悬挂方式对系统的各向加速度和轮轨力的影响差别较小,而气隙变化呈现明显不同的规律。研究结论:直线电机采用架悬式悬挂时,要严格控制幅值大于5.5mm的长波不平顺,防止电机和反力板之问的刮蹭;而当采用抱轴式悬挂时,要注意控制大幅值的短波不平顺出现,防止气隙过大,影响电机效率。  相似文献   
2.
铁路建设用地验收交接的技术性、专业性、政策性较强,涉及面广。青藏铁路公司建设管理部采取“结合实际、突出重点、全面指导、整体推进”的做法,加强与地方政府土地管理部门的联系,参加建设用地的征用和施工用地的管理工作;主动与建设单位沟通,共商建设用地管理的对策;统一竣工资料的标准,保证竣工资料的齐全、规范;牢固树立为运输生产服务的理念,依法、规范、科学地管理铁路建设用地,保证建设用地交接完整、准确、规范地进行。  相似文献   
3.
在信号系统的设计、制造、施工、调试等阶段进行安全保障很重要。重点介绍按照欧洲铁路安全标准对铁道信号系统进行交叉接收以及安全管理。  相似文献   
4.
机车车轴磁粉探伤工序是制造过程中一个非常重要的工序,对该工序的验收是当前机车验收工作一项不可缺少的内容。文章详细介绍了HXD1B型机车车轴磁粉探伤工序的验收。  相似文献   
5.
针对铁路光传输系统,阐述了光纤色散指标对传输系统技术性能的影响,建议修改现行光缆线路工程验收标准的有关规定,增加光纤色度色散指标验收测试项目,有效保证高速铁路传输系统的质量要求。  相似文献   
6.
Jakobsson et al. (2000) found that in Sweden public acceptance of road pricing decreases if it is perceived to be unfair and to infringe on freedom. The present study reports a survey investigating whether the same effects are found in the Asian countries of Japan and Taiwan. The results indicate that fairness plays the same role. However, income had a direct effect on acceptance in Taiwan but not in Japan or Sweden.  相似文献   
7.
利用计算流体力学软件Pumplinx模拟鱼雷发动机中三组元比例控制器的内部流场,分析计算中不同压差情况下对比例控制器性能的影响,以及叶片与定子间间隙大小对于比例控制器性能的影响,同时对不同叶片数目下性能进行对比。计算结果表明:由于比例控制器为被动旋转马达结构,其转速和流量均随时间呈周期性脉动变化,随着工作压差增大,转速脉动幅度基本保持不变,而流量和扭矩脉动幅值增加;随着间隙增大,泄漏量增大,但流量、扭矩、转速脉动幅值大幅降低,出口流量较为平稳;叶片数目增多后比例控制器转速降低、排量降低。由计算结果推断出目前比例控制器的最优叶片数目为4。本文可为进一步研究比例控制器精度问题提供参考。  相似文献   
8.
在充分分析典型四相位交叉口行人二次过街设置前、后的行人流与右转车流冲突的前提下,以行人过街时间占有率和行人群到达分布作为分析指标,利用可插车间隙理论得出行人单向通行和双向通行条件下的右转车通行能力计算公式;根据行人流随机消散和集中消散的不同特征,应用随机分布理论推导出右转车穿越行人流的延误模型;并通过算例对比分析行人二次过街设置前、后右转车通行能力和延误的变化值。结果表明,除了在少数行人流量比较大的情况下, 行人二次过街的设置会小幅度减少右转车的延误;在其他大多数情况下,行人二次过街设置后, 右转车的通行能力将受到限制,延误增大,其中,平均通行能力降低了16.68%,平均延误时间增大 了21%,所以,当右转车交通需求较大时,需同时考虑行人和右转车的交通运行状态,优化设计是否采用行人二次过街,避免右转车超出极限忍耐时间而增大与行人冲突的概率。  相似文献   
9.
In this paper, a novel mesoscopic multilane model is proposed to enable simultaneous simulation of mandatory and discretionary lane-changing behaviors to realistically capture multilane traffic dynamics. The model considers lane specific fundamental diagrams to simulate dynamic heterogeneous lane flow distributions on expressways. Moreover, different priority levels are identified according to different lane-changing motivations and the corresponding levels of urgency. Then, an algorithm is proposed to estimate the dynamic mandatory and discretionary lane-changing demands. Finally, the lane flow propagation is defined by the reaction law of the demand–supply functions, which can be regarded as an extension of the Incremental-Transfer and/or Priority Incremental-Transfer principles. The proposed mesoscopic multilane cell transmission model is calibrated and validated on a complex weaving section of the State Route 241 freeway in Orange County, California, showing both the positive and negative impact of lane changing maneuvers, e.g., balancing effect and capacity drop, respectively. Moreover, the empirical study verifies that the model requires no additional data other than the cell transmission model does. Thus, the proposed model can be deployed as a simple simulation tool for accessing dynamic mesoscopic multilane traffic state from data available to most management centers, and also the potential application in predicting the impact of traffic incident or lane control strategy.  相似文献   
10.
Augmented Reality “AR” is a promising paradigm that can offer users with real-time, high-quality visualization of a wide variety of information. In AR, virtual objects are added to the real-world view in real time. The AR technology can offer a very realistic environment for enhancing drivers’ performance on the road and testing drivers’ ability to react to different road design and traffic operations scenarios. This can be achieved by adding virtual objects (people, vehicles, hazards, and other objects) to the normal view while driving an actual vehicle in a real environment. This paper explores a new Augmented Reality Vehicle “ARV” system and attempts to apply this new concept to a selected traffic engineering application namely the left-turn maneuver at two-way stop-controlled “TWSC” intersection. This TWSC intersection experiment, in addition to testing the feasibility of the application, tries to quantify the size of gaps accepted by different driver’s characteristics (age and gender). The ARV system can be installed in any vehicle where the driver can see the surrounding environment through a Head Mounted Display “HMD” and virtual objects are generated through a computer and added to the scene. These different environments are generated using a well defined set of scenarios. The results from this study supported the feasibility and validity of the proposed ARV system and they showed promise for this system to be used in the field-testing for the safety and operation aspects of transportation research. Results of the left-turn maneuver study revealed that participants accepted gaps in the range of 4.0-9.0 s. This finding implies that all gaps below 4 s are rejected and all gaps above 9 s are likely to be accepted. The mean value of the left-turn time was 4.67 s which is a little bit higher than reported values in the literature (4.0-4.3 s). Older drivers were found to select larger gaps to make left turns than younger drivers. The conservative driving attitude of older drivers indicates the potential presence of reduced driving ability of elderly. Drivers’ characteristics (age and gender) did not significantly affect the left-turn time. Based on the survey questions that were handed to participants, most participants indicated good level of comfort with none or small level of risk while driving the vehicle with the ARV system. None of the participants felt any kind of motion sickness and the participants’ answers indicated a good visibility and realism of the scene with overall good system fidelity.  相似文献   
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