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《Planning》2014,(17)
悬架是现代汽车上的重要总成之一,它把车架与车轴弹性地连接起来。它的主要作用是传递作用在车轮和车身之间的一切力和力矩,缓和由不平路面传给车身的冲击载荷、衰减由此引起的振动、减小货物和车辆本身的动载荷,保证乘员的舒适性,以保证汽车的行驶平顺性。 相似文献
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提高工程车辆平顺性的控制技术研究 总被引:1,自引:0,他引:1
工程车辆采用半主动油气悬架可较好地缓和因路面而产生的冲击振动,改善驾驶员的劳动条件。以行驶平顺性及操纵稳定性为控制目标,将LMS自适应滤波算法应用于半主动油气悬架系统的控制。与被动油气悬架系统相比,簧上质量加速度、车轮动载荷、悬架动挠度指标得到明显改善,表明对油气悬架的振动控制收到了较好效果。 相似文献
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基于联合仿真的半主动悬架车辆平顺性 总被引:1,自引:0,他引:1
为减少车辆悬架系统开发周期和成本,利用SIMPACK软件建立了车辆1/4悬架多体动力学模型,基于天棚控制策略设计了半主动悬架控制器,并通过MATLAB / SIMULINK 编写了控制算法对其进行联合仿真.将采用半主动悬架系统得到的仿真结果与采用被动悬架系统得到的仿真结果进行了对比,车身垂直加速度均方根值减少了30.2%.结果表明,基于天棚控制的半主动悬架可以有效衰减车身的振动,改善车辆的行驶平顺性,从而为车辆动力学系统的仿真分析提供了一种有效方法. 相似文献
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《Journal of Wind Engineering & Industrial Aerodynamics》2004,92(7-8):641-662
Ride comfort of road vehicles running on the ground has been extensively investigated as one of the main criteria in the design of road vehicles. The information on the ride comfort of road vehicles running on a long span cable-supported bridge under crosswind is, however, very limited. This paper presents an evaluation of ride comfort of road vehicles running on a long span cable-stayed bridge under crosswind. The ride comfort criteria for road vehicles are briefly reviewed first. The principle of mathematical modeling and the equation of motion of a coupled road vehicle–bridge system under crosswind are then introduced. The framework proposed is finally applied to a group of high-sided road vehicles running on a real cable-stayed bridge under crosswind as a case study. Ride comfort of the high-sided road vehicle under various conditions of road roughness, vehicle speed, and crosswind speed is investigated for the vehicle running on either the ground or the cable-stayed bridge with and without crosswind. The results show that the crosswind influences the ride comfort of the vehicle in the lateral direction while the bridge motion affects the ride comfort of the vehicle in the vertical direction. 相似文献
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侧风与桥梁振动对车辆行驶舒适性影响研究 总被引:1,自引:0,他引:1
风-汽车-桥梁系统空间耦合振动是风-桥、风-汽车及汽车-桥梁系统相互作用三方面协调工作的结果,其振动特性取决于自然风特性、车辆动力特性、桥梁振动特性、车辆和桥梁气动特性相互影响等多种因素,将风、汽车、桥梁三者作为一个相互作用的系统,提出一个较为完善的风-汽车-桥梁系统空间耦合振动分析模型,编制相应的分析模块WVB(wind-Vehicle-Bridge system analysis),并嵌入到自行研发的桥梁结构动力分析软件BDANS(Bridge Dynamic ANalysis System).建立车辆驾驶员位置处驾驶舒适性评价方法.研究侧风与桥梁振动对车辆驾驶 舒适性的作用,并探讨路面粗糙度、平均风速和车速对风环境下行驶在大跨度斜拉桥上车辆驾驶舒适性的影响.研究结果表明:侧风对车辆的竖向驾驶舒适性影响不大而主要影响车辆的侧向驾驶舒适性;桥梁振动对车辆竖向驾驶舒适度影响显著并明显改变其频谱特性. 相似文献
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Yuchuan Du Jing Chen Cong Zhao Feixiong Liao Meixin Zhu 《Computer-Aided Civil and Infrastructure Engineering》2023,38(8):1059-1078
Ride comfort plays an important role in determining the public acceptance of autonomous vehicles (AVs). Many factors, such as road profile, driving speed, and suspension system, influence the ride comfort of AVs. This study proposes a hierarchical framework for improving ride comfort by integrating speed planning and suspension control in a vehicle-to-everything environment. Based on safe, comfortable, and efficient speed planning via dynamic programming, a deep reinforcement learning-based suspension control is proposed to adapt to the changing pavement conditions. Specifically, a deep deterministic policy gradient with external knowledge (EK-DDPG) algorithm is designed for the efficient self-adaptation of suspension control strategies. The external knowledge of action selection and value estimation from other AVs are combined into the loss functions of the DDPG algorithm. In numerical experiments, real-world pavements detected in 11 districts of Shanghai, China, are applied to verify the proposed method. Experimental results demonstrate that the EK-DDPG-based suspension control improves ride comfort on untrained rough pavements by 27.95% and 3.32%, compared to a model predictive control (MPC) baseline and a DDPG baseline, respectively. Meanwhile, the EK-DDPG-based suspension control improves computational efficiency by 22.97%, compared to the MPC baseline, and performs at the same level as the DDPD baseline. This study provides a generalized and computationally efficient approach for improving the ride comfort of AVs. 相似文献
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对于悬吊楼盖,其悬吊端竖向刚度较弱,人群荷载激励下易发生较大振动.以甘肃省体育馆13.500m标高悬吊楼盖为研究对象,在主体结构完工后,首先,测试了楼盖在环境脉动激励作用下的振动模态;其次,参照楼盖的振动模态实测了楼盖在不同激励下包括单人行走、多人行走、多人跳跃、多人跑步、自由运动等工况下的加速度反应;最后根据楼盖的建筑使用功能,以峰值加速度为指标评估该悬吊楼盖的振动舒适度.结果 表明,悬吊楼盖在人行荷载作用下存在较为显著的振动响应和一定程度的振动舒适度问题,人致激励的类型和路线对楼盖的振动舒适度有显著的影响. 相似文献
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本文从实测的振动频率、振幅和振动加速度等方面动力响应对一大跨度人行悬索桥进行了综合的舒适度评价。环境振动试验和人群激励试验实测结果表明在人群荷载作用下,该桥振动感觉指标满足人行舒适度要求。 相似文献
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《Journal of Wind Engineering & Industrial Aerodynamics》2007,95(9-11):963-976
The present study addresses thermal comfort assessment of outdoor and semi-outdoor environments. Two stadium case studies are used to demonstrate the potentiality of the approach that combines wind tunnel data and the calculation of human heat balance due to particular climatic environments. The thermal index PET (physiological equivalent temperature) is used to evaluate the thermal comfort in such complex environments. The specificities of stadium semi-outdoor spaces are summarised and the necessary assumptions made to apply the computation procedure are described. The approach includes assumptions on the thermo-physical phenomena as well as geometric computations. This work benefited from the development of an interactive design tool of built environments (outdoor urban surroundings): EVE (enriched virtual environments). It is a virtual reality platform developed at CSTB to help designers, architects and urban planners to evaluate the various options in competition regarding acoustic, visual, thermal and wind comfort of pedestrian in a particular urban environment. 相似文献
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针对新广州站和深圳北站高架候车层的空调设计特点,应用CFD软件对空调设计原始方案的夏季气流组织分布情况进行了模拟分析,并提出了改进建议,分析了改进方案的温度场、速度场及热舒适度分布情况。 相似文献
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In hot humid climates, natural ventilation is an essential passive strategy in order to maintain thermal comfort inside buildings and it can be also used as an energy-conserving design strategy to reduce building cooling loads by removing heat stored in the buildings thermal mass. In this context, many previous studies have focused on thermal comfort and air velocity ranges. However, whether this air movement is desirable or not remains an open area. This paper aims to identify air movement acceptability levels inside naturally ventilated buildings in Brazil. Minimal air velocity values corresponding to 80% and 90% (V80 and V90) air movement acceptability inside these buildings. Field experiments were performed during hot and cool seasons when 2075 questionnaires were filled for the subjects while simultaneous microclimatic observations were made with laboratory precision. Main results indicated that the minimal air velocity required were at least 0.4 m/s for 26 °C reaching 0.9 m/s for operative temperatures up to 30 °C. Subjects are not only preferring more air speed but also demanding air velocities closer or higher than 0.8 m/s ASHRAE limit. This dispels the notion of draft in hot humid climates and reinforce the broader theory of alliesthesia and the physiological role of pleasure due to air movement increment. 相似文献