组合截面计算浅析

根据组合梁的计算原理对一钢混组合截面的简支梁进行了比较计算。采用了手算,利用M IDAS施工阶段联合截面功能建立的梁模型和板梁模型分别进行计算,说明了组合截面计算的方法和其中存在的一些问题。     

联轴器液压紧配螺栓的设计与工艺

介绍了我厂近年开发、制造成功的带中间锥套的联轴器液压紧配螺栓，并从设计计算和制造工艺等方面对其进行了论述和剖析。     

应重视军民通用型舰船开发及应用技术研究

从和平时期军用舰船的有效利用和战时舰船的大量消耗，以及如何降低舰船的建造费用、如何减少舰船现代化改装时的难度和费用及民用船只的征用等多方面论述了开展“军民通用型舰船开发及应用技术研究”的重要意义，并针对军民通用型舰船研究提出了建议和看法。     

气压ABS系统流量特性的实验研究

开发了气压ABS电磁阀测试系统，建立了气室充、放气过程压力变化的微分方程，结合两者研究了气压ABS系统的流量特性，获得了某中型客车ABS系统在不同情况下的流量系数。讨论了ABS电磁阀的结构参数和动作频率对整个系统流量特性的影响，并得到了几种典型动作频率下的流量系数。建立的气室压力模型和所求得的流量系数为气压ABS控制逻辑的设计提供了依据。     

机场跑道填缝胶的研究

通过制备聚硫填缝胶，并对其进行抗拉伸、耐高低温等性能测试，讨论溶剂、环氧树脂、DBP、填料、催化剂等各因素对其性能的影响，总结其最佳实验配方。     

高速公路直线路段突起路标间隔设置方法

基于驾驶人的视觉惰性、视觉警示频率和感觉特性, 分析了突起路标的视觉警示作用, 确定了突起路标的闪现频率, 计算与修正了突起路标的初始间隔。应用ADAMS/Car仿真软件模块, 建立了道路、车辆和突起路标模型, 将车型设置为大型车和小型车, 大型车的车速设置为60、80、100km·h^-1, 小型车的车速设置为80、100、120km·h^-1, 大型车和小型车的方向盘转角均设置为1°、3°、5°。分别对提出的12m间隔与现行规范推荐的15m间隔各进行243次仿真, 分析振动警示效果。仿真结果表明: 在12m间隔下, 平均碾压率为93.1%, 小型车和大型车对应的平均警示率分别为41.7%和5.6%;在15m间隔下, 平均碾压率为93.7%, 小型车和大型车对应的平均警示率分别为33.3%和28.9%;12、15m间隔对小型车都具有较好的振动警示效果, 15m间隔对大型车的振动警示效果更好。当高速公路夜间交通流较大或需要加大交通设施的夜间安全效果时, 可选12m间隔提供良好的视觉连续性和视觉警示效果; 考虑施工维护的方便性和经济性或者大型车比例较大时, 可选择15m间隔。     

基于唯一标识的ATP车载设备编码方案研究

设备唯一标识是实现ATP车载设备信息化管理和智能维修的前提。在分析国家标准和铁路标准对于设备唯一标识编码的基本原则和特点的基础上,结合ATP设备全路频繁流转的实际需求,提出了适用不同类型的ATP车载设备全路通用唯一标识编码方案。现场试验结果表明,该方案可推广应用于ATP车载设备的全生命周期追踪管理和日常运维。     

Nanoparticle emission characteristics and reduction strategies by boost pressure control and injection strategies in a passenger diesel engine

This research attempted to analyze nanoparticles and other harmful exhaust emissions in accordance with injection strategies and air-fuel ratio (AFR) changes for small diesel engines. The emission characteristics were analyzed in the medium-speed condition, which is the main driving range of a diesel engine. In the case of particulate matter (PM), the number of particles was measured, analyzed, and compared to identify the correlation and emission characteristics of nanoparticles by using a dilution device and condensation particle counter (CPC), which are international standards for particle measurement recommended by the Particulate Measurement Programme (PMP). The engine torque tended to be reduced as pilot injections were added, and the torque was increased by the increased boost pressure, but reduced by the exhaust pressure increase in a part of the low-load range. The number of nanoparticles was not influenced greatly by the change in AFR, but the reduction effect on the PM weight was great depending on the boost pressure increase. In addition, the number of nanoparticles tended to increase as the fuel injection timing became closer to TDC in all conditions, and its difference became larger with an increase in AFR. In addition, in the case of the pilot injection, nanoparticle emission showed similar characteristics depending on the main injection timing, but it was increased by advanced injection timing when performing the main injection only, and the number of the nanoparticles increased as pilot injections were added. Last, the optimal conditions for EMS calibration were analyzed by selecting the conditions of torque reduction and NOx increase within 5 % from all of the engine operating conditions; optimized conditions are presented.     

中长周期波浪条件下船舶航迹带宽度研究

针对现行《海港总平面设计规范》中航迹带宽度计算在中长周期波浪条件下存在的不足,对比分析国外航道规范中的研究成果,并通过船舶操纵模拟试验等技术手段,运用船舶外缘包络线法统计分析了不同航速、不同吨级的散货船在各种中长周期波工况下的航迹带宽度,给出了中长周期波浪条件下的波浪附加宽度参考值,并与国外规范中的设计取值进行了对比.     

Transportation infrastructure improvement and real estate value: impact of level crossing removal project on housing prices

This paper studies the impact of removing the level crossing, which constitutes traffic hazard to the society, on house prices by conducting a quasi-natural experiment using the Level Crossing Removal Project (LXRP) implemented by the Victoria state government in Australia since 2015. Using a difference-in-differences method, we analyzed the changes in housing prices due to the improvement of transportation infrastructure, gauging the LXRP’s impact on house and unit submarkets separately. We found that the prices for house and unit markets increased significantly after the removal of level crossings, with the value uplift decreasing with distance from the removal site. This paper contributes to the existing literature by adding an empirical study related to the enhancement of infrastructure aiming to improve the traffic safety in the urban context. Unlike previous studies, this study examines the effect of improvement projects for existing infrastructure and provides relevant implications to improve the efficiency of investing public resources in infrastructure improvement.