排序方式: 共有135条查询结果,搜索用时 15 毫秒
101.
状态监测是磁浮列车运营安全的重要环节。首先对列车地面综合监测系统需求作了简要分析,之后在对系统的总体设计进行介绍的基础上,根据具体情况,分析选用相应的数据通信方式,协调相互之间数据传输协议,完成了集车辆、地面变电站、道岔等子系统一体的地面综合监测系统的设计与实现。目前这套系统在唐山1.5km长的磁浮试验线上运行良好。 相似文献
102.
103.
104.
现如今,国家提倡环保,各行各业为寻求新型的发展之路都做出了相关的改进.针对汽车行业而言,有必要研发新能源汽车,唯有促进技术创新,才能令新能源汽车产业获得更好地发展,这也是当前汽车产业发展的主要方向.站在政府的角度,为了激励企业展开研发投入,通常会采取税收优惠政策,推出有利的扶持政策,比如税收优惠政策,以便新能源汽车企业... 相似文献
105.
本文结合现有海洋平台电力分配系统,提出了一种环形配电网络与直流配电技术相结合的新型配电网络,并分析这种新型配电网络的优点和关键技术。 相似文献
106.
Experimental tests were conducted to evaluate the hydrodynamic performance of an L-type podded propulsor in straight-ahead motion and off-design conditions using an open-water measuring instrument developed by the authors for podded propulsors, a ship model towing tank, and under water particle image velocimetry (PIV) measurement systems. Under the three types of conditions, the main parameters of an L-type podded propulsor were measured, including the propeller thrust and torque, as well as the thrust, side force, and moment of the whole pod unit. In addition, the flow field on the section between the propeller and the strut was analyzed. Experimental results demonstrate that the dynamic azimuthing rate and direction and the turning direction affect the forces on the propeller and the whole pod unit. Forces are asymmetrically distributed between the left and right azimuthing directions because of the effect of propeller rotation. The findings of this study provide a foundation for further research on L-type podded propulsors. 相似文献
107.
108.
Dynamic compaction (DC) is an efficient soil improvement technique. The previous numerical studies mainly focus on the soil response of single location tamping, but ignore the soil compaction degree under multilocation tamping. In this study, a numerical investigation of multi-location tamping in granular soils is carried out using three-dimensional (3D) finite element model (FEM). The behaviors of the granular soils are described by means of the viscoplastic cap model. The constitutive relationship of the soils is implemented into LS-DYNA and is integrated with 3D FEM for numerical investigation. Then utilizing the field data from the previous studies, we investigate the soil compaction degree at different stages by a case of two basic patterns, and discuss the cause of soil response. Lastly, we evaluate the effect of construction parameters on soil compaction. The simulation results show that the previous tamping affects the soil compaction degree beneath the adjacent tamping location, and the effect is greater near the side of previous location. Meanwhile, the soil compaction degree around the existing tamping crater weakens due to the adjacent tamping. Moreover, the rational selection of DC construction parameters can improve the soil compaction degree, and some hints on the effect of soil compaction are given. 相似文献
109.
110.