青藏线通信设备接地施工工艺

青藏线位于我国西北区域高海拔的多山地，雷暴灾害发生十分频繁，时有强风、暴雨雪、冰雹和雷电闪击，它们是影响青藏线通信设备安全运行的最大危害之一。而此次在青藏线上运用的通信设备与以往其他线通信设备有所不同，无线通信即无线列调采用了全新的GSM-R移动通信系统，室外天线设置于45m高的铁塔上，经馈线容易将雷电引入到室内。因此就设备本身而言，提高了对接地及防雷的要求。现具体介绍青藏线机房室内通信设备接地系统的施工工艺。     

国外高速铁路系统调试分析

详细剖析日本、德国、法国等高速铁路技术先进国家在高速铁路新线开通之前所进行的准备工作，具体就系统调试技术进行阐述，总结它们的特点和共性。     

箱式浮体在波浪中的运动分析

为研究浮体在波浪中的运动，工程中采用基于刚体运动学的理论，应用牛顿第二定律建立了箱体在六个自由度的耦合运动方程。采用修正的切片法计算了箱体在规则波中运动的附加质量、附加阻尼和静水恢复力，并以纵摇和垂荡两个运动模态为例，在频域和时域内计算了浮体在规则波中两个运动模态的波浪载荷和运动响应，并对运动响应特性进行了分析。     

驼峰风源动力配电系统的改进

南宁南自动化驼峰为双推双溜，30股道，编组能力强，日编组车辆达8000多辆。采用FYJK-1型驼峰风源微机控制系统，其动力配电系统的好坏直接影响风源微机控制系统的工作、风源的输出、自动化驼峰的风动道岔、减速器的正常运行。由于风源动力配电系统设计不够完善，两路电源不能自动切换、检修时设备仍带电，危及维修人员的人身安全。为此，对两路电源控制电路进行了改进。     

独塔斜拉桥钢塔竖转施工计算分析

竖转施工方法可降低索塔结构高空拼装难度,便于结构尺寸精度控制,提高焊接质量和工效,被广泛应用于斜拉桥施工。为分析独塔斜拉桥钢塔竖转施工过程中的受力状态,运用ANSYS软件模拟独塔斜拉桥竖转施工过程,计算钢塔在不同阶段的应力、变形和稳定性。结果表明,转体启动阶段和结束阶段钢塔受力状态最不利,应重点监测。在启动阶段,钢塔的变形较大,应作为主要控制监测指标。     

Balanced strategy based on environment and user benefit-oriented carpooling service mode for commuting trips

Transportation - Besides saving money and providing convenience, carpooling can result in environmental benefits to society; therefore, it is important to promote and improve daily carpooling...     

基于水平双向作用耦合曲线梁桥地震响应分析

以深圳市某互通立交匝道桥工程为背景,针对曲线梁桥地震响应的复杂性,运用大型结构分析程序Midas/Civil建立空间有限元模型,采用动态时程法对其进行地震响应分析,研究水平地震动单向输入、双向输入时墩梁固结曲线梁桥的地震响应差异,提出墩梁固结曲线梁桥抗震设计要点。     

Dynamic behaviour of a high-speed train hydraulic yaw damper

This paper focuses on revealing the dynamic behaviour of a hydraulic yaw damper under very small excitation conditions. First, the measured yaw damper movement is presented when a train experiences unstable motions. It shows that the yaw damper is characterized by very small harmonic movement between 0.5 and 2?mm. Following this, a simplified physical model of the yaw damper is developed which has the ability to reproduce its dynamic performance in the range of operating conditions, and then suitably validated with experimental results. At last, the dynamic behaviour of the yaw damper under very small amplitudes is investigated by comparing with its static behaviour, and the dynamic stiffness and damping in terms of key parameters are studied. It is concluded that there is a great difference in the damper performance between dynamic and static conditions which is caused by the internal damper flexibility under small amplitudes. The percentage of entrapped air in oil, rubber attachment stiffness, and leakage flow have a great effect on the dynamic behaviour of the yaw damper related to the dynamic stiffness and damping. The effect is even more remarkable for smaller amplitudes regarding the dissolved air in oil. Oil leakage has a greater impact on dynamic damping than dynamic stiffness. The series stiffness of the yaw damper is mainly provided by the spring effect of the oil when the rubber attachment stiffness reached a certain limit, and an additional increase in rubber attachment stiffness becomes useless to further enhance the overall stiffness of the damper.     

随机共振于滚动轴承支撑的转子早期碰摩故障中的应用

通过仿真确认随机共振可以提取强干扰下的微弱信号。将之应用到实验测量的滚动轴承支撑转子早期碰摩故障信号的检测,避开了轴承产生的倍频信号对碰摩信号的干扰,成功检测到了转子早期碰摩的分频信号。说明随机共振对于滚动轴承支撑的转子早期碰摩故障是有效果的。     

基于路权分配的自行车道改造规划设计探讨——以温州市区为例

随着机动车交通负面影响的逐步扩大以及绿色出行理念的日渐兴起,市民出行方式开始向步行和自行车交通回归,亟须研究如何合理分配路权以指导自行车道改造。首先指出温州市现阶段自行车道存在空间规模不足、占用现象严重、管理理念尚未转变等突出问题。提出自行车道改造规划设计应遵循的原则以及对横断面空间的要求。最后,基于路权分配阐述自行车道与机动车道、人行道、公共汽车站以及路内停车的关系及处理方式,通过对道路空间进行再分配指导自行车道改造实践。