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131.
《铁道标准设计通讯》2017,(6):105-110
利用分步变位控制原理研究复杂地质浅埋暗挖小间距偏压突变隧道施工过程中地层变形规律,对限制周边环境及结构本身复杂的隧道工程地表变形具有指导意义。依托深圳地铁7号线工程实例,分析地表在多种复杂条件下的变形规律,结果表明,数值模拟过程中,注浆体充分发挥了作用,地表竖向沉降量(最大为14.82 mm)满足标准要求,但实际监测得到的地表沉降位移明显超过标准值,因为地表变形不仅受注浆措施的控制,还会受到多种不确定因素的影响,但从现场观测结果来看,同时经相关单位论证后,表明并没有因为隧道施工影响周边建筑物的正常运行。因此保障隧道结构及周围环境安全才是最重要的,用统一标准进行地表沉降控制是不尽合理的,对处于复杂地质环境中,且结构本身复杂的隧道工程来说,日常沿用标准几乎不适用。 相似文献
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133.
客运专线综合接地系统中贯通地线的几点思考 总被引:1,自引:0,他引:1
从目前建设的客运专线角度出发,研究综合接地的工程实施及接地的总体技术方案,得出贯通地线是综合接地系统中的关键环节。从贯通地线的选材,埋设、牵引回流等角度进行分析,提出从土壤电阻率、牵引回流等几个方面在客专工程实施时进行考虑,合理地选择贯通地线的种类。 相似文献
134.
笔者对富康轿车随动悬架结构中横向稳定杆的设计进行了分析 ,讨论了横向稳定杆结构对于富康轿车行驶稳定性的影响 相似文献
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136.
The newly-built tunnel passing closely under the existing station will inevitably lead to settlement of the existing station, and especially deformation joints are prone to differential settlement. Based on the Suzhoujie Station of Beijing Subway Line 16 passing closely under the existing Line 10, this paper analyzes the overall settlement of the existing station and the differential settlement at deformation joints through a combination of field measurement and numerical simulation. The study results show that installing jacks significantly prevents the settlement of the existing station, after installation of jacks the settlement of the existing station is reduced by about 58%, and the jacking force of the jack shall be controlled between 180-450 t; the impact of construction on the single-deck station structure side at deformation joints is greater than that on the double-deck station structure side, the stress on the socket is gradually increased with the excavation of the lower tunnel, and reduced after installation of jacks, indicating that the jack can effectively reduce the tensile stress of the existing station and maintain the safety of the existing station; with the action of the jacking force of jacks, the settlement curve of the existing station presents a stepwise change at the jack installation points, while the upper ground surface settlement is relatively uniform. © 2022, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
137.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(3):393-404
Motorcycle racing teams occasionally experience speed-limiting vibrations of around 25 Hz frequency in mid-corner. The nature of the vibrations has not been closely defined yet and the mechanics are currently not properly understood. Conventional motorcycle-dynamics models are shown here to reveal the existence of a vibration mode that aligns with the experience being referred to, suggesting some explanations. Root loci for variations in speed or cornering vigour, demonstrating modal characteristics for small perturbations from trim states, are employed to indicate how the mode responds to changes in operation and design. Modal participation is examined for a lightly damped case. Influences on the natural frequency and damping of the mode are found and a way of stabilising the mode is suggested. 相似文献
138.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(9):1247-1268
This paper presents a lateral driver model for vehicle–driver closed-loop simulation at the limits of handling. An appropriate driver model can be used to evaluate the performance of vehicle chassis control systems via computer simulations before vehicle tests which incurs expenses especially at the limits of handling. The driver model consists of two parts. The first part is an upper-level controller employing force-based approach to reduce the number of unknown vehicle parameters. The feedforward part of the upper controller has been designed by using the centre of percussion. The feedback part aims to minimise ‘tangential error’, defined as the sum of body slip angle and yaw error, to match vehicle direction and road heading angle. The part is designed to regenerate an appropriate skid motion similar to that of a professional driver at the limits. The second part is a lower-level controller which converts the desired front lateral force to steering wheel angle. The lower-level controller also consists of feedforward and feedback parts. A two-degree-of-freedom bicycle model-based feedforward part provides nominal steering wheel angle, and the feedback part aims to eliminate unmodelled error. The performance of the lateral driver model has been investigated via computer simulations. It has been shown that the steering behaviours of the proposed driver model are quite close to those of a professional driver at the limits. Compared with the previously developed lateral driver models, the proposed lateral driver model shows good tracking performance at the limits of handling. 相似文献
139.
ABSTRACTThis article investigates the potential of a motion-based driving simulator in the field of vehicle dynamics testing, specifically for heavy vehicles. For this purpose, a case study was prepared embodying the nature of a truck dynamics test setup. The goal was to investigate if the drivers in the simulator could identify the handling differences owed to changes in vehicle parameters, while driving the simulated trucks. Results show that the drivers could clearly identify the differences in vehicle behaviour for most of the performed tests, which motivates further investigative work in this area and exposes the feasibility of heavy vehicle dynamics testing in simulators. 相似文献
140.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(5):413-428
For the on-centre handling behaviour of vehicles the steering system is absolutely important. To investigate the interaction of the vehicle and steering system a validated, especially tailored simulation model was developed. Some meaningful vehicle and steering system parameters are altered to show the influence on steering wheel torque, steering feel and understeer. The results underline the importance of an accurate steering system model. Identified measures to improve the centre feel and steering response were a stiffer torsion bar, a higher cornering stiffness or a lower overall steering ratio. The steering response, however, suffers when the centre feel is improved by a higher trail. The steering rack friction reduces mainly the steering response while the steering column friction decreases the centre feel whereas a stiffer torsion bar lessens the understeer tendency. 相似文献