首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   3904篇
  免费   98篇
公路运输   1231篇
综合类   781篇
水路运输   461篇
铁路运输   1171篇
综合运输   358篇
  2024年   3篇
  2023年   13篇
  2022年   76篇
  2021年   126篇
  2020年   194篇
  2019年   93篇
  2018年   122篇
  2017年   116篇
  2016年   114篇
  2015年   194篇
  2014年   285篇
  2013年   180篇
  2012年   315篇
  2011年   272篇
  2010年   222篇
  2009年   187篇
  2008年   194篇
  2007年   266篇
  2006年   259篇
  2005年   161篇
  2004年   133篇
  2003年   90篇
  2002年   64篇
  2001年   72篇
  2000年   45篇
  1999年   27篇
  1998年   36篇
  1997年   25篇
  1996年   28篇
  1995年   21篇
  1994年   21篇
  1993年   8篇
  1992年   9篇
  1991年   13篇
  1990年   4篇
  1989年   9篇
  1988年   5篇
排序方式: 共有4002条查询结果,搜索用时 78 毫秒
331.
根据边界反应膜分解失效机理和化学反应动力学理论,对边界膜的失效过程作了定量数学描述,提出了反映膜分离率的概念,据此确定了添加剂的温度,速度和活化能等三个定量选用准则。  相似文献   
332.
高速钢带锯激光处理研究   总被引:1,自引:0,他引:1  
通过一系列试验研究了高速钢带锯激光处理的工艺,并对经激光淬火后的试样的硬度及组织进行了研究。结果表明,高速钢带锯经过激光表面淬火后,马氏体和残作奥氏体的晶粒得到细化,碳化物减少,硬度得到显提高,进而其耐磨性和使用寿命也得到提高。  相似文献   
333.
To study the problems associated with vibration control of train–bridge–track systems a mathematical model with the capability of representing supplementary vibrational control devices is proposed. The train system is assumed as rigid bodies supported on double-deck suspension mechanism with semi-active features. The bridge system is modeled using the modal approach. Vibration control for bridge responses is provided by tuned mass dampers. A non-classical incremental Eigen analysis is proposed to trace the system characteristics across the time. In an example, the capability of the proposed model in investigating the vibration control prospects of a bridge–train system is shown. The results indicate the effectiveness of active suspension mechanism in reducing train's body movements, particularly the pitching angle and the vertical accelerations. Accordingly, the results also verify the potential of TMD devices in reducing the bridge responses at resonance motions.  相似文献   
334.
Increased speed variation on urban arterials is associated with reductions in both operational performance and safety. Traffic flow, mean speed, traffic control parameters and geometric design features are known to affect speed variation. An exploratory study of the relationships among these variables could provide a foundation for improving the operational and safety performance of urban arterials, however, such a study has been hampered by problems in measuring speeds. The measurement of speed has traditionally been accomplished using spot speed collection methods such as radar, laser and loop detectors. These methods can cover only limited locations, and consequently are not able to capture speed distributions along an entire network, or even throughout any single road segment. In Shanghai, it is possible to acquire the speed distribution of any roadway segment, over any period of interest, by capturing data from Shanghai’s 50,000+ taxis equipped with Global Positional Systems (GPS). These data, hereafter called Floating Car Data, were used to calculate mean speed and speed variation on 234 road segments from eight urban arterials in downtown Shanghai. Hierarchical models with random variables were developed to account for spatial correlations among segments within each arterial and heterogeneities among arterials. Considering that traffic demand changes throughout the day, AM peak, Noon off-peak, and PM peak hours were studied separately. Results showed that increases in number of lanes and number of access points, the presence of bus stops and increases in mean speed were all associated with increased speed variation, and that increases in traffic volume and traffic signal green times were associated with reduced speed variation. These findings can be used by engineers to minimize speed differences during the road network planning stage and continuing through the traffic management phase.  相似文献   
335.
门式起重机的重物起升速度是一个重要的性能指标,代表着设备的工作效率。一般情况下,通过改变卷扬机钢丝绳倍率即可有效的提升速度。文中门式起重机模型中,卷扬机的额定绳速过低,通过改变钢丝绳倍率已无法满足要求,通过卷扬机选型、增设变频器控制等一系列方法,使门式起重机的起升速度达到预定值。  相似文献   
336.
Different weight thresholds for drone operations have been specified by regulatory agencies in different countries, without detailed backgrounds of guidelines. Therefore, this paper aims to study weight thresholds by focusing different levels of injuries caused by the impact of the drones on human head of different weights dropped at various heights. The work covers drone free drop modelling, FEM (finite element method) based impact modeling, and comparable drop impact experiments. The analyses and experiments were conducted accordingly to two individual commercially-available groups: small and large drones in weights. Two well-established indicators defining head injuries due to impact, which are known as Head Injury Criterion (HIC) and Abbreviated Injury Scale (AIS), are used in the present weight threshold study. The proposed AIS level for the weight threshold estimation has been set at AIS level 3, which indicates major skull fracture, in the further analysis through the probability of fatality. The main focus of the present work is to perform a parametric study and to present a reliable model to estimate the weight thresholds of the drone operations based on HIC and AIS. In conclusion, the results obtained and presented in this paper have demonstrated and provided a comprehensive analysis of possible direct injuries of a falling drone impacting a human head, with relevant data of impact or injury levels associated with HIC and AIS obtained for a drone with different weights falling from various heights.  相似文献   
337.
基于运行速度的公路几何线型优化设计探讨   总被引:1,自引:0,他引:1  
魏军 《北方交通》2011,(4):43-46
首先阐述了运行速度的基本概念和运行速度的计算方法和评价准则。然后建立了运用遗传算法对公路几何线形进行优化的方法和步骤。最后提出了基于遗传优化算法的公路几何线形设计的方法和流程,为公路设计人员提供新的设计思路和方法。  相似文献   
338.
介绍现场总线式调速控制系统的结构及原理,分析了该系统的技术特点及性能指标。  相似文献   
339.
A new class of Intelligent and Autonomous Vehicles (IAVs) has been designed in the framework of Intelligent Transportation for Dynamic Environment (InTraDE) project funded by European Union. This type of vehicles is technologically superior to the existing Automated Guided Vehicles (AGVs), in many respects. They offer more flexibility and intelligence in maneuvering within confined spaces where the logistic operations take place. This includes the ability of pairing/unpairing enabling a pair of 1-TEU (20-foot Equivalent Unit) IAVs dynamically to join, transport containers of any size between 1-TEU and 1-FFE (40-foot Equivalent) and disjoin again. Deploying IAVs helps port operators to remain efficient in coping with the ever increasing volume of container traffic at ports and eliminate the need for deploying more 40-ft transporters in the very confined area of ports. In order to accommodate this new feature of IAVs, we review and extend one of the existing mixed integer programming models of AGV scheduling in order to minimize the makespan of operations for transporting a set of containers of different sizes between quay cranes and yard cranes. In particular, we study the case of Dublin Ferryport Terminal. In order to deal with the complexity of the scheduling model, we develop a Lagrangian relaxation-based decomposition approach equipped with a variable fixing procedure and a primal heuristics to obtain high-quality solution of instances of the problem.  相似文献   
340.
Park-and-Ride (PNR) facilities are a commonly used means of making a transit system more widely available. However, given that a PNR passenger must drive for part of the trip, this approach to transit provision has an ambiguous influence on vehicle kilometers traveled (VKT). The impact of PNR on VKT is highly dependent of how PNR users would choose to travel if the PNR facilities were not available. Given that this issue has received little attention in a US context, we use the light rail system in Charlotte, North Carolina as a case study to examine the potential impact of PNR removal on VKT. Using a travel survey of PNR passengers, we estimate the VKT currently generated while driving to and from the rail stations and then estimate how VKT would change under various PNR removal scenarios that assume different behavioral responses. We find that, under the most realistic scenarios, PNR removal would lead the average PNR passenger to increase her driving by 8–15 VKT per round trip.  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号