地铁设备自动化现状及展望

通过对国内外地铁自动化现状的分析及技术发展趋势的研究,探讨如何实现地铁综合自动化的具体解决方案。     

模糊PID控制器在机油冷却器检测中的应用

通过利用参数整定PID的模糊控制器对发动机机油冷却器传热性能试验台的温度进行控制。利用模糊控制算法对PID3个参数k_p,k_i,k_d进行整定,以改善其控制性能,并根据实际系统进行仿真。结果表明,此系统能提高温度控制性能,提高了工作效率,简化了操作规程。     

冲压机及其自动送料机构动态测试系统设计

介绍了冲压机动态测试系统研究的目的、意义及系统硬件组成和软件设计。系统通过计算机实时地检测冲裁力、送料长度、速度、加速度等物理量,实现了对冲压机及其自动送料机构的在线动态检测。     

船用电控型柴油机的最新技术进展

本文介绍了电控型柴油机的概念,主要以ME型电控柴油机为例介绍其结构特点,通过与传统型柴油机在性能和结构上的比较,介绍了电控型柴油机的优点.并且与RT-flex型电控柴油机进行了比较和分析.     

振弦式传感器用于动态测试的可行性分析

通过对振弦式传感器工作原理的研究,搭建了振弦式传感器的结构应力信号动态采集系统,并以悬臂梁为试验对象,与信号测试设备——东华DH（5923_1394）进行了数据采集对比试验,然后利用Matlab对采集结果进行了相关性分析,确定了利用振弦式传感器在机械结构应力动态测试中的可行性.     

上海私车额度拍卖系统行为统计学习分析

私车额度拍卖是政府为抑制交通需求所采取的一种经济控制手段.本文选用上 海私车额度拍卖市场中车牌投放量、竞买人数和牌照均价三个关键变量作为研究对象, 根据拍卖市场所表现出的整体运行规律,采用针对性的统计学习方法,深入分析它们之 间存在的复杂的耦合互动关系.通过主成分分析发现,车牌投放量、竞买人数和牌照均价 之间存在近似的线性约束关系,车牌投放量在其中起到了关键的制约作用,显著影响了 竞买人数和牌照均价两个变量.同时,本文应用概率型自组织神经网络算法,根据有限的 试验样本,精确地估计出这三个变量的各种概率分布函数,建立了准确的系统概率分布 模型,从而客观、量化地描述出拍卖市场的系统行为.本文的研究比较精确地刻画了各市 场要素之间的定量关系,可为确定车牌投放量、优化拍卖规则,以及规范市场秩序提供决 策参考.     

基于等效梁模型的盾构隧道施工期管片上浮影响因素权重分析

为厘清盾构隧道施工期影响管片上浮各因素的权重大小,在明确管片上浮影响因素的基础上,基于盾构隧道纵向等效梁模型,以等效刚度的欧拉梁模拟盾构隧道衬砌环,以土体与浆液体等价弹簧来模拟土体与隧道之间的相互作用,编制有限元程序对模型进行求解,并以南宁某地铁盾构隧道施工期管片上浮实测数据来验证计算模型的合理性。采用敏感性分析法计算出各主要影响因素的权重排序,由大到小依次为浆液未凝固区长度、浆液压力、地层变形模量、隧道纵向刚度有效率和总推力竖向分力等,分析各因素的作用机制,并提出针对性的控制措施,以指导工程实践。     

基于强化学习算法的能源工业云网智能接入方法研究

针对多种通信协议结合强化学习算法设计一个通用的可智能解析的协议接口,加快协议间的模式匹配,降低数据传输的延时性,提高工业物联网的时效性。实现无缝切换不同的数据接口以适应不同的网络通信模式。同时,如何通过强化学习使获取的动作策略确定一种统一的数据接口规范,可使得平台接入体系对于多源异构电工装备的数据达到良好的兼容性,为电工装备智慧物联体系与应用提供数据基础。     

关于海港航道设计宽度的探讨

对《海港总平面设计规范》JTJ211-99中航道宽度计算公式提出不同见解,结合实际工程分析其重要性,并提出相应的修正建议。     

A microscopic simulation model for merging control on a dedicated-lane automated highway system

The automated highway systems (AHS) are not designed as stand-alone transportation facilities. Drivers will by necessity drive from their origins to the AHS entrance, and from the AHS exit to their final destinations. Therefore, the AHS will affect other transportation facilities, and should be integrated with all other facilities in the transportation system. Interfaces create much of the congestion for today’s transportation systems. Likewise, AHS interfaces may cause a similar problem, due to either AHS interactions with conventional systems or internal limitations from AHS merging capabilities. If these problems exist, either the AHS or the conventional road network cannot function properly. Consequently, the system as a whole may break down and the AHS could potentially become a detriment to the overall transportation system.Clearly, not enough is known about the automated merging process to determine what conditions would lead to congestion at interface points. The current macroscopic analysis techniques assume parameters that are not applicable to an AHS, and no detailed AHS merging models have been developed and validated. This paper addresses the interface problem between an AHS, and conventional roadway. Specifically, it presents a microscopic simulation model for one scenario of the automated merging maneuver. The results of the model show that for low flows and conventional highway speeds, an one-lane AHS merging section with a dedicated automated entrance ramp has many similar characteristics as a two-lane conventional freeway with or without fixed-time ramp metering. However, when the conventional freeway starts to “break down” near its capacity, the AHS continues to perform with little delay. The model also validates that the minimum ramp length requirements are a function of the merging vehicle’s speed, the mainline vehicles’ speed, and the acceleration and deceleration rates of the merging vehicle.