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Monthly (Founded in 2001)

Responsible Institution:The Ministry of Education of the PRC
Sponsor:ChangAn University
Publisher:Editorial Department of Journal of Traffic and Transportation Engineering
Chief Editor:Aimin Sha
Address: Editorial Department of Journal of Traffic and Transportation Engineering, Chang'an University, Middle Section of South 2nd Ring Road, Xi'an, China
Post Code:710064
Phone:029-82334388
Domestic Distribution:Shaanxi Provincial Newspapers and Periodicals Distribution Bureau of China Post Group Co. Ltd
Foreign Sales:China International Book Trade Group Co. Ltd
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ISSN 1671-1637 CN 61-1369/U CODEN JYGXAS
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Cover and Contents of Vol.26, No.9, 2026
Cover Contents
2026, 26(9): .  
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Special Column of AI-enabled Advanced Technologies for Maglev Transportation Systems
Discussion on the development of maglev transportation technology driven by AI from the perspective of systems engineering thinking
XIONG Jia-yang, SHEN Zhi-yun
Abstract:

The integration path and practical effectiveness of artificial intelligence (AI) with maglev transportation technology were explored from the perspective of systems engineering thinking to tackle the complex control and management challenges arising from the coupling of multiple subsystems in maglev transportation and promote its upgrading towards intelligence and efficiency. Firstly, at the theoretical level, the core characteristics of different technical routes of maglev transportation were analyzed, and the technical logic of AI adapting to the core contradiction of "dynamic uncertainty and high precision control" in maglev transportation was clarified. Meanwhile, the internal mechanism of AI realizing subsystem collaborative optimization under the guidance of systems engineering thinking was explained, and the systems engineering value of AI in constructing an intelligent closed-loop system of "perception, decision, control, optimization" was defined. Secondly, in five core subsystems including suspension guidance, traction transmission, the power supply system, signal communication, and intelligent operation and maintenance scheduling, the technical breakthroughs and scene adaptability of AI algorithms such as the BP neural network, LSTM, and reinforcement learning were elaborated. Additionally, the improvement effect of AI technology on suspension accuracy, traction efficiency, power supply stability, and signal reliability was quantitatively analyzed, and the full-dimensional empowering effect of AI on maglev systems was verified. Thirdly, an AI empowerment path of "top-level data specifications, software and hardware iterative verification, compound talent cultivation, and cross-domain collaborative innovation" was proposed, and the technical development context of medium-low speed, high-speed and ultra-high speed vacuum pipeline maglev was sorted out, with the engineering practice results under different scenarios summarized. Finally, existing challenges were analyzed, such as data silos, insufficient reliability in extreme operating conditions, disconnections between industry, academia, research and application, shallow integration of AI with emerging technologies, and lack of cross-industry collaborative mechanisms. The future development direction was proposed from five aspects of full-domain data fusion, robust model R&D, deepening of collaborative innovation mechanisms, integration of emerging technologies, and intelligent collaboration for cross-industry multimodal transportation. The results indicate that the deep integration of AI and maglev transportation technology under the guidance of systems engineering thinking is the core support for solving the multi-subsystem coupling difficulties of maglev systems and realizing the leap from high speed to intelligence, and its subsystem collaborative optimization mechanism provides a theoretical paradigm and practical guidance for the intelligent development of maglev transit.

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2026, 26(9): 1-11.   doi: 10.19818/j.cnki.1671-1637.2026.329
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Fault detection and recovery method of suspension control system based on SPRT and hybrid intelligent decision-making
SUN You-gang, ZHANG Zeng, GAO Ding-gang, XU Jun-qi, MENG Chuan-shu
Abstract:

A full-state fault detection algorithm incorporating hybrid decision-making and reset logic was proposed to address the problem that the probes of maglev train air gap sensors are prone to failure in special operating conditions including strong magnetic fields, vibration, and rail joint crossing. By adopting fault identification, signal switching, and fault-tolerant strategies, system stability in special operating conditions was ensured. Firstly, the suspension control system based on a joint structure was taken as the research object to carry out system dynamics modeling, and the coupling relationship and stability between the left and right electromagnets were analyzed. Secondly, a new method capable of rapidly identifying faults and implementing timely fault tolerance was proposed by integrating a full-state feedback control algorithm based on a signal selection strategy, sequential probability ratio test (SPRT), and residual chi-square detection. Simulation results show that in cases where some sensor probes fail, the initial fault detection time is delayed by 0.02~0.2 s after fault occurrence. The missed detection rate during the fault duration is approximately 5%. For sensor probe faults of varying severity degrees, the proposed fault-tolerant control strategy reduces the average fluctuation of the left electromagnet to 0.27 mm and the right electromagnet to 0.13 mm. The SPRT algorithm advances the response time to fault termination by about 0.5 s, enabling rapid detection and recovery. In rail gap crossing conditions, faults can be identified instantly, and the fluctuation of the suspension gap is significantly suppressed by approximately 89%~91%. The proposed method significantly enhances the robustness and fault tolerance of the suspension control system against gap sensor probe failures, ensuring the dynamic stability and ride comfort of maglev trains under long-term service.

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2026, 26(9): 12-25.   doi: 10.19818/j.cnki.1671-1637.2026.249
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Driving safety assessment method for high-speed maglev-bridge systems based on probabilistic tail distribution
YU Hao-wei, ZHOU Zi-ji, LIN Hong-song, YANG Guo-jing
Abstract:

In response to inaccurate safety assessments in high-speed maglev-bridge systems due to the neglected cumulative train operation effect of the traditional methods, a probabilistic safety assessment method based on the tail distribution of driving safety indicators was developed. A high-speed maglev-track bridge coupled stochastic dynamic model was established using the square power good lattice point method, multibody dynamics, and the modal superposition method. The probabilistic characteristic parameters of driving safety indicators (mean and standard deviation) were determined using the equal probability method and extreme-value theory. An explicit mapping relationship between the probabilistic characteristic parameters and the extreme-value cumulative distribution function (CDF) was constructed. According to a predefined confidence level, the extreme-value estimate of the safety indicator was obtained. By comparing this with the current normative threshold, a driving safety assessment method based on the probabilistic tail distribution characteristics was proposed. Finally, taking the case of a high-speed maglev train passing over a 24.768 m track beam, a driving safety assessment was conducted under different operating conditions such as varying train speeds. The results indicate that by employing the square power good lattice point method to construct a highly uniform set of track irregularity samples, the computational requirements can be met with only 131 samples. Compared to the 5 000 samples required by the Monte Carlo method, this significantly improves both the computational efficiency and accuracy of the probabilistic characteristic parameters for driving safety indicators. Furthermore, the extreme-value distribution proposed can effectively characterize the tail distribution characteristics of driving safety indicators. Its distribution curve well fits the maximum value samples, and the estimated extreme values can fully envelope the results generated by the Monte Carlo method. The number of failed samples evaluated based on the tail distribution model is less than 10, whereas it is as high as 2 280 under the normal distribution assumption. The method effectively avoids the limitation of traditional methods in failing to account for the cumulative effect of train operations, thereby providing a scientific basis for the safety assessment of high-speed maglev-bridge systems.

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2026, 26(9): 26-34.   doi: 10.19818/j.cnki.1671-1637.2026.252
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Particle swarm optimization based active disturbance rejection control for maglev train suspension gap
LI Chuan-jian, WU Shan-shan, ZHANG He-hong, LONG Zhi-qiang
Abstract:

To address such issues as uncertain internal and external disturbances, open-loop instability, and the difficulty of controller parameter tuning in the electromagnetic suspension systems of maglev trains, a suspension gap control method was proposed active disturbance rejection control (ADRC) based on particle swarm optimization. The internal disturbances (e.g., model linearization errors, parameter perturbations) and external disturbances (e.g., track irregularities, sudden load changes) were treated as a unified total disturbance. An extended state observer was employed to estimate and compensate for them in real time. While the dynamic linearization of the system was achieved, a novel integrated discrete time-optimal control function was designed, and the corresponding tracking differentiator was established to enhance signal tracking performance. In response to the difficulty in manually obtaining optimal solutions for key parameters such as observer bandwidth and controller gain in the active disturbance rejection controller, the particle swarm optimization algorithm was introduced. By constructing a multi-objective fitness function incorporating the integral of absolute error and control energy consumption, the global optimization was carried out for controller parameters to balance the fast tracking capability and the noise suppression ability of the system. The research results demonstrate that under conditions of suspension startup, sudden load changes, and random track noise, the proposed method exhibits significant performance advantages over traditional manually tuned ADRC. The settling time during the startup process is significantly shortened with no overshoot. Under sudden applied load disturbances, the cumulative absolute error of the suspension gap is reduced by 28.3%, and a steady state can be recovered more rapidly. Furthermore, in a noisy sensor environment, the control voltage curve remains smooth without high-frequency chattering. This method effectively resolves the conflict between the rapidity and disturbance rejection of the maglev system, and realizes the optimal tuning of control parameters, providing an effective technical solution for the stable suspension of maglev trains under complex operating conditions.

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2026, 26(9): 35-45.   doi: 10.19818/j.cnki.1671-1637.2026.333
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Vibration and noise characteristics analysis and evaluation methods for maglev transportation system vehicles
CONG Jian-li, WEI Zi-long, YANG Fei, SUN Xian-fu
Abstract:

A scheme for detecting and evaluating vibration and noise data of maglev vehicles was proposed, and the self-developed portable on-board device was employed to collect vibration and noise data of maglev vehicles at low cost and high frequency. The attitude deviation of the inertial sensor coordinate system was corrected, and the vibration characteristics of maglev vehicles were analyzed. The running quality of maglev vehicles was evaluated by adopting the ISO 2631-1:1997 weighted acceleration, Sperling ride-comfort index, and A-weighted sound level, and the speed and mileage information from the measured data were autonomously estimated. The results show that the vertical correction angles of the on-board device for the Shanghai and Changsha maglev systems are 0.08° and 0.95°, respectively, and the horizontal correction angles are 0.82° and 3.45°, respectively. The dominant frequencies of longitudinal and lateral car-body vibrations for both systems are within 10 Hz, while those of vertical car-body vibration are within 40 Hz for the Shanghai maglev system and within 30 Hz for the Changsha maglev system. The sampling frequency meets the detection requirements. For the Shanghai maglev system, the maximum ISO 2631-1:1997 weighted acceleration is 0.9 m·s-2, with exceedance ratios of 95.5% for level Ⅰ and 71.1% for level Ⅱ. The maximum Sperling ride-comfort indexes for lateral and vertical directions are 2.64 and 2.73, with level Ⅰ exceedance ratios of 0.96% and 69.8% respectively. The maximum A-weighted sound level is 73.8 dB(A), and the ratio exceeding 70 dB(A) is approximately 78.2%, indicating that the running quality of the vehicles in the Shanghai maglev system is good. For the Changsha maglev system, the maximum ISO 2631-1:1997 weighted acceleration, Sperling indexes for the lateral and vertical directions are 0.26 m·s-2, 2.32, and 2.15, respectively, all below the level Ⅰ limits, which indicates that the running quality of maglev vehicles in the Changsha maglev system is excellent. Visualizing various evaluation indicators in the longitude-latitude coordinate system of the maglev line intuitively reflects the along line distribution of the maglev vehicles' running quality. This method can provide data support for the maglev track operation and maintenance department to precisely regulate the service status of maglev tracks at different mileage locations.

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2026, 26(9): 46-60.   doi: 10.19818/j.cnki.1671-1637.2026.334
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Data-driven high-precision model identification and time series prediction for maglev train suspension systems
GAO Ding-gang, BAI Zheng-qi, ZHANG Le, SUN You-gang
Abstract:

In response to low modeling accuracy and poor robustness in the suspension control systems of EMS-type maglev trains caused by high dimensionality, strong nonlinearity, and open-loop instability, a high-precision model identification and time series prediction method was proposed based on a long short-term memory (LSTM) improved by the Bayesian optimization (BO) algorithm. First, an experimental platform for a single-degree-of-freedom magnetic suspension system was built. A controller was used to track complex excitation signals, including sine, pulse, and white noise. Time series data of the control voltage and suspension gap covering the dynamic characteristics of the system were collected. The input and output sequences were reconstructed using the sliding window method. Second, an LSTM model was constructed to capture the time-dependent features of the suspension system. In response to the difficulty of manual parameter tuning in balancing efficiency and performance, the BO algorithm was introduced. A Gaussian process was selected as the probabilistic surrogate model, and the expected improvement was used as the acquisition function. The mean absolute error of the model on the validation set was set as the objective function. A global optimization was performed for the number of hidden layer neurons, initial learning rate, and L2 regularization coefficient of the LSTM model. Research results show that after BO, the model can accurately predict the key state changes of the suspension gap. The prediction error stabilizes within ±0.1 mm, and the error distribution conforms to a normal distribution, indicating that the structural deviation of the model is eliminated. Compared with the unoptimized LSTM model, the mean absolute error on the test set is reduced by 48.04%, and the root mean square error is decreased by 41.83%. This method effectively solves the difficulty of hyperparameter setting in suspension system modeling, and significantly improves the prediction accuracy and generalization ability of the model, providing a reliable model foundation for the design of high-precision suspension controllers and real-time condition monitoring of maglev trains.

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2026, 26(9): 61-73.   doi: 10.19818/j.cnki.1671-1637.2026.250
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Rise and future development of Chinese high-speed railway
XIONG Jia-yang, SHEN Zhi-yun
2021, 21(5): 6-29.   doi: 10.19818/j.cnki.1671-1637.2021.05.002
[Abstract](14922) [FullText HTML](4360) [PDF 16239KB](1342)
摘要:
中国高速铁路是世界高速铁路发展中重要的一部分,从历史观点(人类社会发展的必然)和全球视野(世界高速铁路发展的延续)两方面重点回顾了中国高速铁路的崛起和发展历程,从宏观角度分析了世界高速铁路发展的时间轴,阐述了4次世界工业革命不断催生交通运输技术的重大进步,指出了世界高速铁路的发展都要经历4个阶段:酝酿、探索、成熟、发展。美国最早提出建设高速铁路,但至今还在酝酿期。日本、法国、德国等仍然处于探索期。只有中国高速铁路已进入快速发展期。围绕中国高速铁路取得的巨大历史成就,阐述了中国高速铁路引进、消化、吸收再创新到自主创新的过程,阐明了中国高速铁路之所以取得世界瞩目的重大成就,从政策层面看,主要是因为中国在吸收各国探索经验的基础上,在政府统筹下集中力量办大事,充分整合和利用企业、高校、科研院所等的资源优势,创建了轨道交通国家技术创新体系;从技术层面看,主要原因是取得了技术突破、理论突破和试验突破三大重要突破。探讨了高速铁路发展面临的技术挑战,论述了高速铁路关键技术的研究进展,展望了后高铁时代轮轨高铁和磁悬浮高铁的发展方向,提出了智能高铁、智慧高铁、数字高铁等未来发展思路,以期为中国高速铁路的未来走向和发展提供参考,助力中国交通强国伟大梦想的实现。
Research progress of high-speed maglev rail transit
XIONG Jia-yang, DENG Zi-gang
2021, 21(1): 177-198.   doi: 10.19818/j.cnki.1671-1637.2021.01.008
[Abstract](12777) [FullText HTML](4620) [PDF 17363KB](3941)
摘要:
从磁悬浮轨道交通的基本原理、磁悬浮列车的技术特点等角度出发,简述了世界各国高速磁悬浮轨道交通的发展概况,对比了常导电磁悬浮、永磁电动磁悬浮、低温超导电动磁悬浮和高温超导磁悬浮等4种磁悬浮方式的研究历史、悬浮特点、悬浮间隙、悬浮能耗、控制系统、技术成熟度与应用情况;采用文献调研、比对、分析、提炼等方法,综述了国内外高校、研究机构和企业对于高速磁悬浮的研究进展;比较了各类磁悬浮轨道交通的原理、技术优势和劣势,分析了高速磁悬浮轨道交通在应用方面的可行性与不足,探讨了4种磁悬浮方式的技术经济性和应用前景与场景;提出了当前发展高速及超高速真空管道磁悬浮轨道交通亟待解决的牵引制动控制、动力和热力学、安全救援、管道密封性能与抽真空效率、无线通信、车内环境控制等6个关键科学问题,并介绍了中国原创高温超导磁悬浮的基础研究及关键技术研发进展与研发计划。研究结果表明:在400~600 km·h-1速度范围可采用常导电磁悬浮或超导磁悬浮技术;在600~1 000 km·h-1速度范围可采用超导磁悬浮技术;1 000 km·h-1及以上的速度可采用高温超导磁悬浮与真空管道或电动磁悬浮与真空管道的磁悬浮技术;作为一种前瞻性研究,高温超导与真空管道磁悬浮关键技术的突破和验证对推动中国乃至世界轨道交通快速发展具有重大而深远的意义。
Review of construction and technology development of arch bridges in the world
CHEN Bao-chun, LIU Jun-ping
2020, 20(1): 27-41.   doi: 10.19818/j.cnki.1671-1637.2020.01.002
[Abstract](8410) [FullText HTML](3451) [PDF 2981KB](1353)
摘要:
为了解近20年世界拱桥的发展情况, 分析了钢拱桥、混凝土拱桥和钢管混凝土拱桥等拱桥的建设和技术创新, 展望了拱桥今后的发展趋势。分析结果表明: 在活载比重较大、动力问题比较突出的高速铁路桥梁中, 拱桥刚度大, 应用优势突出。在跨径方面, 3种大跨径拱桥的平均跨径分别为464、370和425 m, 且最大跨径不断增大, 以钢管混凝土拱桥最为明显。在材料方面, 高强钢在钢拱桥中的应用趋势并不明显; 混凝土拱桥的材料强度随着跨径的增大而不断提高, 超高性能混凝土已经得到应用; 钢管混凝土拱桥的拱肋材料强度在不断提高; 超高性能砂浆的提出将有助于提高圬工拱桥的竞争优势。在结构方面, 主拱采用新材料和钢腹板(杆)-混凝土组合截面, 与其他结构形成组合结构, 以及桥面连续化、轻型化和强调强健性, 是重要的技术进步。在施工技术方面, 钢管混凝土劲性骨架施工法、转体施工法和快速施工法等的发明, 推动着拱桥施工技术的进步。在结构创新与技术进步的推动下, 由于拱桥在美观、经济、结构等方面的独特优势, 今后仍将被大量修建; 超高性能混凝土有望为拱桥发展带来革命性的变化; 在跨径方面, 近期可望取得明显突破的是混凝土拱桥; 桥面系与主拱共同受力、连续化、轻型化和强调强健性也是重要发展方向。
Review of convolutional neural network and its application in intelligent transportation system
MA Yong-jie, CHENG Shi-sheng, MA Yun-ting, MA Yi-de
2021, 21(4): 48-71.   doi: 10.19818/j.cnki.1671-1637.2021.04.003
[Abstract](8640) [FullText HTML](3735) [PDF 1523KB](1065)
摘要:
从特征传输方式、空间维度、特征维度3个角度,论述了近年来卷积神经网络结构的改进方向,介绍了卷积层、池化层、激活函数、优化算法的工作原理,从基于值、等级、概率和转换域四大类总结了近年来池化方法的发展,给出了部分具有代表性的激活函数对比、梯度下降算法及其改进型和自适应优化算法的工作原理和特点;梳理了卷积神经网络在车牌识别、车型识别、交通标志识别、短时交通流预测等智能交通领域中的应用和国内外研究现状,并将卷积神经网络算法与支持向量机、差分整合移动平均回归模型、卡尔曼滤波、误差反向传播神经网络、长短时记忆网络算法从优势、劣势和在智能交通领域的主要应用场景三方面进行了对比;分析了卷积神经网络在智能交通领域面临的鲁棒性不佳和实时性较差等问题,并从算法优化、并行计算层面和有监督学习到无监督学习方向研判了卷积神经网络的发展趋势。研究结果表明:卷积神经网络在视觉领域具有较强优势,在智能交通系统中主要应用于交通标志、车牌、车型识别、交通事件检测、交通状态预测;相比其他算法,卷积神经网络所提取的特征更加全面,有效地提高了识别准确度与速度,具有较大的应用价值;卷积神经网络未来将通过网络结构的优化、算法的改进、算力的提升以及基准数据集的增强,为智能交通带来新的突破。
Review of pavement detection technology
MA Jian, ZHAO Xiang-mo, HE Shuan-hai, SONG Hong-xun, ZHAO Yu, SONG Huan-sheng, CHENG Lei, WANG Jian-feng, YUAN Zhuo-ya, HUANG Fu-wei, ZHANG Jian, YANG Lan
2017, 17(5): 121-137.  
[Abstract](8547) [FullText HTML](6503) [PDF 883KB](2895)
摘要:

总结了路面检测重要研究成果, 分析了路面损坏、平整度、车辙、抗滑性能(构造深度) 和结构强度(弯沉) 检测技术的发展现状, 研究了路面检测技术的不足与发展方向。研究结果表明: 国内外路面检测技术的发展经历了3个阶段, 从早期传统的人工检测到20世纪末的半自动化检测, 发展到目前的无损自动检测; 无损自动检测的主要特点是快速与智能化, 采用多源传感器协同工作, 并且集成在多功能道路检测车上, 能够同时检测路面损坏、平整度、车辙、抗滑性能和结构强度以及道路线形与沿线设施等; 在路面损坏检测方面, 采用数字图像检测技术, 实现了路面裂缝的快速检测; 在路面平整度检测方面, 采用激光位移传感技术, 实现了快速自动化检测; 在路面车辙检测方面, 采用激光和数字图像技术, 实现了非接触智能化检测; 在路面抗滑性能和结构强度检测方面, 建立了铺砂法与贝克曼梁法检测结果的相关关系, 实现了基于激光技术的路面构造深度与弯沉快速检测; 为了减少外界因素对现有检测技术和检测设备的干扰, 提高检测信号的信噪比, 应该开发适合各种工况下的路面检测和数据处理方法, 实现路面检测高效化与智能化。

Review of ultra-high performance concrete shrinkage
CHEN Bao-chun, LI Cong, HUANG Wei, AN Ming-zhe, HAN Song, DING Qing-jun
2018, 18(1): 13-28.   doi: 10.19818/j.cnki.1671-1637.2018.01.002
[Abstract](7292) [FullText HTML](3240) [PDF 1221KB](2389)
摘要:
分析了超高性能混凝土(UHPC)的收缩特性及其随时间发展的一般规律, 总结了材料组成、养护制度与内部温湿度场对UHPC收缩的影响。研究结果表明: UHPC收缩早期(0~7 d)发展快, 占总收缩的61.3%~86.5%, 中期(7~28 d)发展缓慢, 占总收缩的13.5%~27.9%, 后期(28 d后)趋于稳定; UHPC以自收缩为主, 占总收缩的78.6%~90.0%, 是早期开裂的主要诱因; 收缩测试起始时间可取试件成型后1 d(24 h), 终止时间可取90 d或120 d; 在结构设计时, 可参考各国规范取收缩为500~800 με, 热养护后可不考虑残余收缩; 对于收缩预测模型, 各国规范尚未统一, 多借鉴现有的收缩模型, 应完善与修正收缩预测模型; 对于材料组成, 目前集中于纤维、矿物掺合料的种类和掺量对收缩的定量影响, 且各组分对收缩的影响不同, 评价指标较为单一, 应结合结构用途、制备工艺与施工过程等进行综合评价; 对于内部温度与湿度场, 研究对象主要集中于28 d后的普通混凝土与高强高性能混凝土, 应深入研究胶凝材料含量大、组分差异性明显、活性矿物掺合料掺量高的UHPC早期内部温度与湿度场; 为了降低收缩, 基本采用内养护, 添加膨胀剂、减缩剂与粗骨料等措施。可见: 为了减小UHPC收缩的同时又不降低其力学性能, 应该优化UHPC配比, 合理使用外加剂, 采取适当养护制度等措施。
Research review on medium and low speed maglev vehicle
MA Wei-hua, LUO Shi-hui, ZHANG Min, SHENG Zhuo-hang
2021, 21(1): 199-216.   doi: 10.19818/j.cnki.1671-1637.2021.01.009
[Abstract](5730) [FullText HTML](3615) [PDF 4465KB](1085)
摘要:
基于电磁悬浮型中低速磁浮列车的工作原理,阐述了中低速磁浮各核心子系统(悬浮导向系统、牵引电机、走行机构、制动系统、轨道-桥梁结构等)的技术特征,综合分析了各子系统存在的技术问题和解决方案;梳理了日本Linimo列车、韩国EcoBee列车、长沙磁浮快线、北京磁浮S1线和西南交通大学自主研发的(悬挂)中置式磁浮列车的发展历程及技术特点,总结了中低速磁浮列车的技术重点和难点。研究结果表明:车-轨耦合振动应综合考虑悬浮控制、车辆结构参数、桥梁结构参数、空气动力效应、直线电机等因素的影响,建立完备的车-轨耦合振动研究模型;悬浮冗余匮乏可综合利用机械冗余和电气冗余的技术特点,对中低速磁浮的冗余设计方案进行改进;磁浮靴轨受流应与地铁靴轨受流区分,充分考虑磁浮列车的耦合作用特性,探索无缝供电轨技术在中低速磁浮中的工程实用性;悬浮控制由于控制器主频较低,程序运行周期过长,应提高控制算法和悬浮系统故障诊断技术的精确性和稳定性;车辆轻量化设计应在保证结构强度的基础上,综合考虑车体、走行机构等多因素的结构特点,以提高中低速磁浮列车运载能力;应综合不同磁浮线路要求,建立统一的线路标准,提高中低速磁浮工程化应用能力。
Research progress in testing and evaluation technologies for autonomous driving
ZHAO Xiang-mo's team supported by the National Key Research and Development Program of China (2021YFB2501200)
2023, 23(6): 10-77.   doi: 10.19818/j.cnki.1671-1637.2023.06.002
[Abstract](13199) [FullText HTML](5239) [PDF 19208KB](872)
摘要:
针对实际复杂交通运行环境中自动驾驶车辆整车级测试成本高、周期长、覆盖度低、缺乏完善工具链等难题,分析了自动驾驶测试与评价技术7大领域的研究现状,展望了未来发展方向,具体涵盖了自动驾驶车辆仿真测试技术、交通流仿真测试技术、硬件在环测试技术、场地测试技术、智能性评价技术、测试评价工具链与体系构建、认证与潜在缺陷检测技术等。在自动驾驶车辆仿真测试方面,分析了自动驾驶仿真测试软件、车辆动力学模型、测试背景车交互行为模型、云控平台监管的仿真测试与车辆仿真系统标准化的研究现状,总结了自动驾驶车辆仿真测试目前存在的主要问题;在自动驾驶交通流仿真测试方面,总结了测试背景车驾驶风格模型、交通流建模与仿真、交通场景生成方法和加速测试方法的研究现状,展望了自动驾驶交通流仿真测试的未来发展趋势;在硬件在环测试技术方面,总结了人-车-路-环多维数字孪生测试和自动驾驶车辆整车级系统平台构建方法,概述了高清摄像头、毫米波雷达、超声波雷达等典型传感器数据与车车/车路通信信号的模拟技术;在场地测试技术方面,综述了封闭场地测试、开放道路测试与高速公路测试相关测试场、测试标准和关键技术的发展现状;在智能性评价技术方面,从自动驾驶智能性概念、场景复杂度量化和评估、自动驾驶智能性评价体系与社会合作性评价方法四方面介绍自动驾驶智能性评价方法的研究现状;在测试评价工具链与体系构建方面,主要从测试评价工具链技术、自动驾驶测试评价体系、自动驾驶测试标准现状三方面介绍了自动驾驶测试评价标准体系现状;在认证与潜在缺陷检测技术方面,从自动驾驶缺陷的定义、致因分析、缺陷分类、缺陷检测等方面综述了目前自动驾驶的缺陷检测方法,总结了自动驾驶车辆安全保障面临的挑战。研究结果表明: 自动驾驶测试评价技术虽已取得较大进展,但测试评价标准体系仍不完善,现有测试工具与方法难以满足L3级及以上自动驾驶车辆测试需求;虚拟仿真与数字孪生技术发展应用水平较低,在拟真度、测试效率与整车级测试能力方面存在诸多不足;未来需进一步加强全场景、高保真建模技术与实时仿真软件研发,建立虚实交互的在线加速孪生测试系统,研究自动驾驶全栈危险测试场景生成和加速测试方法,整合自动驾驶测试技术和工具,形成自动驾驶测试评价的工具链,完善标准规范。
Review of car-following models of adaptive cruise control
QIN Yan-yan, WANG Hao, WANG Wei, NI Dai-heng
2017, 17(3): 121-130.  
[Abstract](4983) [FullText HTML](4947) [PDF 592KB](2647)
摘要:
分析了自动驾驶汽车自适应巡航控制(Adaptive Cruise Control, ACC) 和协同自适应巡航控制(Cooperative Adaptive Cruise Control, CACC) 车辆跟驰模型, 从系统控制原理、车车通信技术与车间时距方面阐述了ACC与CACC车辆的异同点; 将目前主流ACC/CACC车辆跟驰模型分为3类: 基于智能驾驶的车辆跟驰模型、加州伯克利大学PATH实验室车辆跟驰模型与基于控制论的车辆跟驰模型, 总结3类车辆跟驰模型的建模思路与主要优缺点; 从道路通行能力、交通安全和交通流稳定性3方面, 分析了ACC/CACC车辆对交通流特性的影响, 及其研究现状与未来发展趋势。研究结果表明: 不同的ACC/CACC车辆跟驰模型对通行能力的影响存在较大差别, ACC/CACC车辆有利于提升交通安全性, 但由于缺乏统一的安全性评价指标, 难以量化ACC/CACC车辆对交通安全性的影响程度; 小规模实车试验验证了ACC车辆具有不稳定的交通流特性, 否定了ACC车辆稳定性数值仿真结果, 而数值仿真试验和小规模实车试验均表明CACC车辆可较好提升交通流稳定性, 因此, 完全依赖于计算机仿真试验无法获得令人信服的结论, 实车试验是ACC/CACC研究的必要途径; 为了完善ACC/CACC在交通领域的研究, 应构建不同ACC/CACC车辆比例下的混合交通流基本图模型、智能网联环境下的ACC/CACC车辆跟驰模型建模方法与ACC/CACC混合交通流稳定性解析方法。
Distribution of emergency medical supplies in cities under major public health emergency
ZHAO Jian-you, HAN Wan-li, ZHENG Wen-jie, ZHAO Yang
2020, 20(3): 168-177.   doi: 10.19818/j.cnki.1671-1637.2020.03.016
[Abstract](4628) [FullText HTML](1674) [PDF 536KB](1160)
摘要:
为了在发生重大突发公共卫生事件时提高城市医疗物资的应急救援效率, 减少人员伤亡与经济损失, 在分析重大突发公共卫生事件特点与应急物流特征的基础上, 将需求紧迫度作为配送影响因素, 提出以辖区人口、感染确诊及疑似病例、医疗物资需求点规模、医护人员数量和医疗物资缺口率为评价指标的医疗物资需求点需求紧迫度评价指标体系; 针对医疗物资应急物流的特点, 调整医疗物资配送时间窗参数, 建立由车辆行驶成本、配送延误惩罚成本和无配送延误补贴费用组成的总配送费用函数, 并考虑配送车辆载重、配送时间窗、医疗物资需求紧迫度等约束条件, 构建使总配送费用最少与需求紧迫度高的需求点优先配送的双重目标, 优化了医疗物资的配送路径; 依托SPSS、Yaahp和MATLAB软件平台, 结合算例, 利用层次分析法与遗传算法求解考虑与不考虑需求紧迫度的医疗物资应急物流配送路径优化模型。研究结果表明: 重大突发公共卫生事件下, 相对于不考虑需求紧迫度的配送路径, 考虑需求紧迫度的最优配送路径不仅对需求紧迫度较高的医疗物资需求点进行优先配送, 同时还使总配送费用减少了5.8%;需求紧迫度的引入能极大地改善调度的盲目性, 基于配送车辆载重、配送时间窗、医疗物资需求紧迫度等约束条件所构建的双目标优化模型能够有效地提高应急救援效率和减少不必要的调度成本。
Influences of air spring models on dynamics performance of railway vehicle
WU Xing-wen, CHI Mao-ru, ZHU Min-hao, CENG Jing, YANG Fei
2013, 13(2): 54-59.   doi: 10.19818/j.cnki.1671-1637.2013.02.008
[Abstract](3687) [FullText HTML](1420) [PDF 1279KB](1420)
Abstract:
The equivalent model, linear model and nonlinear model of air spring were established, and the influences of three models on the ride comfort of straight track and the safety of curve track were studied. Analysis result shows that the accuracy of equivalent model is smaller for the calculation of ride comfort of straight track, but the linear model and the nonlinear model can provide better accuracy. The linear model is simpler than the nonlinear model, therefore, the linear model is suggested to be adapted for the calculation of ride comfort of straight track. Since the nonlinear model of air spring can reflect the dynamic performance of air spring and provide better accuracy compared with the linear model and the equivalent model, therefore, the nonlinear model is recommended to be used in the safety calculation of curve negotiation.
Relationship among asphalt component, viscosity and adhesion in triangular coordinate system
FU Zhen, YAN Xi-li, CAI Ting, MA Feng, WANG Lin-bing
2014, 14(3): 1-7.  
[Abstract](2678) [FullText HTML](1022) [PDF 432KB](1022)
Abstract:
In order to assess the influences of asphalt component and composition on asphalt technical properties, thirteen types of pavement petroleum asphalts and two kinds of typical aggregates were selected.The relationship among asphalt component, viscosity and adhesion was investigated by using tests of four-component, apparent viscosity and adhesion.The characterization method of asphalt four-component test result by using triangular coordinate system was put forward.The asphalt characteristic triangle was drawn with four-component data.The characteristic of asphalt composition was represented by inertia moment.The asphalt pyramid was drawn based on asphalt four-component data and the relationship among its geometry characteristics, viscosity and adhesion was analyzed.Analysis result indicates that except asphalt components, its composition differences also have influences on asphalt viscosity and aggregate adhesion.For the asphalts with same penetration grade and different brands, triangular coordinate analysis result shows the aggregate adhesion increases with the increase of the inertia moment of asphalt four-component characteristic triangle.

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