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排序方式: 共有222条查询结果,搜索用时 62 毫秒
1.
以汝郴高速公路山店江大桥1号高墩为工程背景,通过对钢筋混凝土截面的弯矩-曲率分析确定高墩的损伤指标,利用midas/civil软件进行非线性时程分析,得到该桥墩的理论易损性曲线,并讨论壁厚和基础约束刚度2个参数对桥墩易损曲线的影响。研究成果可为预测结构的抗震性能、结构的抗震设计、加固和维修提供参考。 相似文献
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Highways and freeways are the main infrastructure channel used to transport cargo in Brazil. This cargo often includes dangerous chemical products which can, in the event of an accident, negatively impact the environment. The development and implementation of tools for the rapid diagnosis of environmental vulnerability in the transportation of dangerous goods has been studied. However, for highways and freeways there is a lack of studies based on environmental attributes, and not just based on statistical data which demands a specific period for collection and analysis and only after that the implementation of preventive measures. Thus, evaluation grounded on multiple criteria embedded in Geographic Information System (GIS) has significant potential for the practical implementation of risk management of road transportation of dangerous goods. This study has determined the environmental vulnerability of route BR 050, specifically the segment between the cities of Uberlândia and Uberaba in the state of Minas Gerais, where multi criteria analysis has been efficient in determining the most vulnerable areas. The main attributes analyzed were the drainage density, soil type and geology, determining that in case of an accident with dangerous substances the regional environment would be immediately affected, and so endorsing the use of this tool in many segments involved in environmental management of highway enterprises. 相似文献
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通过调研和总结上海已建15座盾构隧道的设计资料,对现有隧道存在的病害进行了归类分析,提出了隧道病害的预防与治理措施;对明挖段的围护设计选型、结构工程规模和盾构隧道几何设计参数进行了统计分析,提出了明挖接线段围护结构选型及插入比的建议,明确了明挖结构的计算模型和计算参数;对已建盾构隧道的埋深、最小曲线半径、最小线间距、最大坡度等几何参数进行了详细分析,总结出了工作井平面尺寸的确定方法和盾构进出洞的关键技术。 相似文献
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路基拓宽工程设计方法研究 总被引:4,自引:3,他引:4
针对路基拓宽工程的实际问题,基于大量实体工程调研和理论分析,从损坏类型和损坏机理出发,揭示了路基拓宽工程中的4种损坏模式,包括路基结合部剪切开裂、新老路面结合部弯拉开裂、老路基层顶面开裂和新路基层底面开裂,建立了以变坡率为设计指标的路基拓宽设计方法;并遵循变形协调与控制的基本思想,着重提出了路基拓宽工程处治措施的选择流程,继而采用有限元计算和室内模拟试验的方法,对新老路基结合面处治、拓宽路基填料及压实度控制、路基加筋、支档结构等多种处治措施的处治机理、效果和设计施工要点进行了总结。各项研究成果对路基拓宽工程中处治措施的选择、设计和施工具有重要的借鉴和指导意义。 相似文献
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《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(4):305-325
This paper presents the results of an experimental and numerical investigation on the derailment of a railway wheelset with solid axle. Tests were carried out under quasi-steady-state conditions, on a full-scale roller rig, and allowed to point out the effect of different parameters like the wheelset's angle of attack and the ratio between the vertical loads acting on the flanging and non-flanging wheels. On the basis of the test results, some existing derailment criteria are analysed in this paper and two new criteria are proposed. A model of wheel–rail contact is proposed for the mathematical modelling of the flange climb process, and numerical vs. experimental comparisons are used to obtain model validation. 相似文献
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Marlies Mischinger Martin Rudigier Peter Wimmer Andreas Kerschbaumer 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2019,57(8):1108-1125
ABSTRACTThis paper describes a method to analyse and evaluate different trajectory planning methods and controller types for usage in automated vehicles. Its application is shown by using a novel trajectory planning approach considering comfort aspects (based on Rapidly Exploring Random Tree (RRT)), two different controllers to follow the planned path (cascade controller and flatness based controller) and a simulation method to obtain resulting lateral vehicle accelerations. The method is used to plan and drive a trajectory through a roundabout. It can be seen that the lateral accelerations of the controller-driven vehicle are in the range of the values used for planning. However, the results of both controllers show differences in lateral deviation and in smoothness of lateral accelerations. The simulation results are then compared to real-world test drives in the same roundabout. The measured lateral accelerations are in the same range as well but show a smoother progression than the two controller models. 相似文献
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提出了利用红外热差原理的沥青路面渗水状况快速评价技术,基于开发的红外快速渗水检测车,重点研究了现场路面温差与渗水系数关系判定准则。依托实体工程,对红外快速渗水检测车的测试结果进行人工复核,并与路面钻取芯样的浸水飞散损失比对。结果表明:红外渗水检测车测试的结果不仅能与现场路况一一对应,且与室内试验结果相关性好;作为一种快速评价路面渗水状况的技术,效率、精度均较高。 相似文献