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191.
船舶海水管系腐蚀的原因及防腐蚀措施 总被引:2,自引:0,他引:2
海水作为含盐量非常高的天然腐蚀溶液,对船舶海水管系的腐蚀是巨大且无法避免的。主要分析了船舶海水管系不同的腐蚀机理、腐蚀因素、腐蚀形式,以及影响腐蚀的因素。针对海水管系腐蚀特点。提出海水管系常用的保护方式,以尽量减少海水管系的腐蚀及由此带来的危险。 相似文献
192.
2300客位/2500m车道客滚船是上海船舶研究设计院为国内船东设计的大型客滚船,具有甲板层数多、面积大、房间多、载客量大的特点。船舶照明设计的合理性是影响船舶正常航行及应对紧急情况的重要因素。简要介绍了2300客位/2500m车道客滚船的照明灯具及其相应安装场所,分析了全船正常照明、应急照明、航行灯信号灯的布置和系统设计,并对其所涉及的规范规则进行了系统化的阐述。 相似文献
193.
文章基于某跨越既有线大跨径预应力混凝土连续箱梁悬臂施工阶段划分情况,利用Midas/Civil程序软件,建立了三维有限元实体模型,对连续梁桥各施工阶段的主梁内力、应力及挠度进行了仿真模拟分析。结果表明,该有限元分析方法能精确模拟结构的实际受力情况。 相似文献
194.
更高速度条件下铁路简支箱梁关键参数研究 总被引:2,自引:2,他引:0
《铁道标准设计通讯》2015,(11):59-63
针对梁体基频、竖向刚度等参数,概述我国高速铁路桥梁参数的研究思路及成果、参数设计及运营现状,采用车桥竖向相互作用程序分析铁路简支箱梁动力响应规律。结果表明,梁体基频为设计参数的控制因素,梁体实测梁体基频高于设计值和规范限值,梁体刚度存在一定的储备;时速350 km的高速铁路简支箱梁可适应更高速度420 km/h的运营要求;420 km/h速度等级高速铁路简支箱梁关键参数可参考350 km/h速度等级相关参数;40 m跨度车桥动力响应明显降低,梁体基频等动力参数不再控制梁体设计,建议开展高速铁路更大跨度简支箱梁应用研究。 相似文献
195.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(12):1797-1816
The railway industry in the UK is currently expanding the use of condition monitoring of railway vehicles. These systems can be used to improve maintenance procedures or could potentially be used to monitor current vehicle running conditions without the use of cost prohibitive sensors. This paper looks at a novel method for the online detection of areas of low adhesion in the wheel/rail contact that cause significant disruption to the running of a network, particularly in the autumn season. The proposed method uses a Kalman–Bucy filter to estimate the creep forces in the wheel–rail contact area; post-processing is then applied to provide information indicative of the actual adhesion level. The algorithm uses data that, in practice, would be available from a set of modest cost inertial sensors mounted on the vehicle bogie and wheel-sets. The efficacy of the approach is demonstrated using simulation data from a nonlinear dynamic model of the vehicle and its track interface. 相似文献
196.
张雷 《铁路通信信号工程技术》2013,10(2):22-25
随着客运专线铁路及电子商务的兴起,延伸铁路客运服务信息系统将为旅客提供更加便捷高效的服务,介绍了延伸旅客服务信息系统的总体方案及设计。 相似文献
197.
The social dimension of activity–travel behavior has recently received much research attention. This paper aims to make a contribution to this growing literature by investigating individuals’ engagements in joint activities and activity companion choices. Using activity–travel diary data collected in Hong Kong in 2010, this study examines the impact of social network attributes on the decisions between solo and joint activities, and for joint activities, the choices of companions. Chi-square difference tests are used to assess the importance of social network variables in explaining joint activity behavior. We find that the inclusion of social network attributes significantly improves the goodness-of-fit of the model with only socioeconomic variables. Specifically, individuals receiving emotional support and social companionship from family members/relatives are found to more likely undertake joint activities with their family members/relatives; the size of personal social networks is found to be a significant determinant of companion choices for joint activities; and activity companions are found to be significant determinants of travel companions. The findings of this study improve the understanding about activity–travel, especially joint activity–travel decisions. 相似文献
198.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(12):1902-1917
The sleeper-passing impact has always been considered negligible in normal conditions, while the experimental data obtained from a High-speed train in a cold weather expressed significant sleeper-passing impacts on the axle box, bogie frame and car body. Therefore, in this study, a vertical coupled vehicle/track dynamic model was developed to investigate the sleeper-passing impacts and its effects on the dynamic performance of the high-speed train. In the model, the dynamic model of vehicle is established with 10 degrees of freedom. The track model is formulated with two rails supported on the discrete supports through the finite element method. The contact forces between the wheel and rail are estimated using the non-linear Hertz contact theory. The parametric studies are conducted to analyse effects of both the vehicle speeds and the discrete support stiffness on the sleeper-passing impacts. The results show that the sleeper-passing impacts become extremely significant with the increased support stiffness of track, especially when the frequencies of sleeper-passing impacts approach to the resonance frequencies of wheel/track system. The damping of primary suspension can effectively lower the magnitude of impacts in the resonance speed ranges, but has little effect on other speed ranges. Finally, a more comprehensively coupled vehicle/track dynamic model integrating with a flexible wheel set is developed to discuss the sleeper-passing-induced flexible vibration of wheel set. 相似文献
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