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   3153篇
  免费   105篇
公路运输   1148篇
综合类   894篇
水路运输   577篇
铁路运输   547篇
综合运输   92篇
  2024年   8篇
  2023年   12篇
  2022年   52篇
  2021年   92篇
  2020年   122篇
  2019年   61篇
  2018年   31篇
  2017年   53篇
  2016年   52篇
  2015年   107篇
  2014年   256篇
  2013年   165篇
  2012年   265篇
  2011年   294篇
  2010年   230篇
  2009年   191篇
  2008年   223篇
  2007年   278篇
  2006年   258篇
  2005年   177篇
  2004年   87篇
  2003年   65篇
  2002年   47篇
  2001年   27篇
  2000年   33篇
  1999年   12篇
  1998年   8篇
  1997年   14篇
  1996年   5篇
  1995年   3篇
  1994年   3篇
  1993年   3篇
  1992年   5篇
  1991年   4篇
  1990年   4篇
  1989年   6篇
  1988年   2篇
  1987年   1篇
  1985年   1篇
  1984年   1篇
排序方式: 共有3258条查询结果,搜索用时 296 毫秒
41.
在对水府庙混凝土箱梁桥温度场的实测和分析基础上,进行设计参数的研究,包括箱梁翼缘悬臂长度、腹板高度和桥梁轴线方位角对温度场和温度应力的影响,得到最大横向温差与(腹板高度/翼缘悬臂长度)的曲线图.  相似文献   
42.
大跨径连续刚构桥的温度效应分析   总被引:4,自引:0,他引:4  
以魏家洲特大桥为例,按照我国公路桥涵设计规范、英国BS5400规范、新西兰规范确定不同的计算模式,对大跨径连续刚构桥进行温度效应分析,得出:温度应力在大跨径连续刚构桥整个桥梁设计中占有很大的比重,且采用不同的温度梯度计算模式,所得到的梁内温度应力值相差较大,甚至出现异号的温度应力.  相似文献   
43.
沥青混凝土转运车对提高道路施工质量的试验研究   总被引:3,自引:2,他引:3  
对道路摊铺过程中采用摊铺机直接摊铺作业和采用徐工AT1000A型转运车与摊铺机联合施工作业的试验路面效果进行了对比,分析了摊铺温度场和骨料摊铺效果.结果证明使用沥青混凝土转运车是提高道路施工质量的有效手段.  相似文献   
44.
钻孔灌注桩水化热会暖化冻土引起桩基承载力下降,以桩基水化热在时间与空间上的影响效应为研究目的,结合青藏公路G214沿线查拉坪旱桥桩基观测数据,分析水化热对地温场的扰动范围以及桩周土回冻时间,给出灌注桩18 d内的养护温度。结果表明:水化热对距桩1.95 m以外地温影响微弱;144 d后桩侧温度降至0℃以下,229 d后桩侧温度低于-0.5℃;2 a后桩侧基本回冻至天然地温,此时承载力已达到设计要求。桩基混凝土养护温度前5 d在10℃以上,5~12 d在5℃以上,12~15 d为2℃以上,15~18 d仍高于0℃。通过数值仿真给出混凝土入模温度及桩基施工时间对桩周温度场的影响,模拟结果显示,该区域的灌注桩施工可以在相应规范规定范围内提高混凝土入模温度;灌注桩施工可以在冷季进行,但要做好5 m以上深度桩基混凝土的温控措施。  相似文献   
45.
With trajectory data, a complete microscopic and macroscopic picture of traffic flow operations can be obtained. However, trajectory data are difficult to observe over large spatiotemporal regions—particularly in urban contexts—due to practical, technical and financial constraints. The next best thing is to estimate plausible trajectories from whatever data are available. This paper presents a generic data assimilation framework to reconstruct such plausible trajectories on signalized urban arterials using microscopic traffic flow models and data from loops (individual vehicle passages and thus vehicle counts); traffic control data; and (sparse) travel time measurements from whatever source available. The key problem we address is that loops suffer from miss- and over-counts, which result in unbounded errors in vehicle accumulations, rendering trajectory reconstruction highly problematic. Our framework solves this problem in two ways. First, we correct the systematic error in vehicle accumulation by fusing the counts with sparsely available travel times. Second, the proposed framework uses particle filtering and an innovative hierarchical resampling scheme, which effectively integrates over the remaining error distribution, resulting in plausible trajectories. The proposed data assimilation framework is tested and validated using simulated data. Experiments and an extensive sensitivity analysis show that the proposed method is robust to errors both in the model and in the measurements, and provides good estimations for vehicle accumulation and vehicle trajectories with moderate sensor quality. The framework does not impose restrictions on the type of microscopic models used and can be naturally extended to include and estimate additional trajectory attributes such as destination and path, given data are available for assimilation.  相似文献   
46.
Stress concentration and residual stress have a significant influence on fatigue life of welded joints. In order to reduce the stress concentration of welded joints, a mathematical design method of tensile triangles (MTT) based on bionics was applied to weld shape design. Accordingly, the stress concentration of various weld beads in the corner boxing welded joint and the fillet welded T-joint was dissected using our in-house FEM software JWRIAN. It was found that there existed a large stress concentration in the conventional welded joints, whereas those welded joints with elongated weld bead were accompanied by a lower stress concentration, especially for elongated weld bead with MTT design. Furthermore, among the weld shapes of the corner boxing fillet welded joint, the rectangle shape of weld bead had the minimum stress concentration factor (1.05). For the fillet welded T-joint with MTT design, the stress concentration of weld toe decreased dramatically with the increase of the index of designed shape, but there was a minor difference of stress concentration at weld root between the weld beads with MTT design. In addition, application of low transformation temperature (LTT) weld metal utilizing martensitic transformation to the fillet welded T-joints can produce compressive residual stress at weld toe.  相似文献   
47.
针对不适应THDS轴温探测系统的长大货物车,分析论证了现车轴箱改进方案适应THDS轴温探测的不足,并提出了轴箱优化方案。经计算、试验和装车验证表明,新轴箱可行、有效、安全,满足THDS轴温探测要求,保证了长大货物车运输安全。  相似文献   
48.
以兰州地铁所在地区为研究对象,实测地铁隧道开挖前的地温(简称为初始地温),根据实测数据,提出地铁初始地温预测模型公式。采用非稳态传热的数值模型,分析运营条件下地铁隧道围岩温度的演化规律。结果表明:兰州地铁初始地温随环境气温和埋深的变化而变化;年变温层位于自地表至埋深12m处;年恒温层位于埋深12m及其以下,温度为15℃左右;年变温层中,1年内初始地温变化规律与环境气温变化规律相似,近似呈正弦曲线状分布,但存在相位滞后的现象;1年中初始地温的振幅随埋深的增大呈指数下降趋势。在隧道内空气与围岩之间热交换中,兰州地铁隧道围岩的温度及其梯度、热透厚度(未达到极限时)均与隧道内环境温度、热交换时间成正相关关系,但与距隧道内壁的距离成负相关关系。  相似文献   
49.
对某型直流充电柜满负载工况下温度场进行仿真,根据实验测量数据验证仿真结果准确性,成功完成了对充电柜温度场的建模仿真工作,并实现对初始模型的简化,为对整个充电站进行温度场建模仿真奠定了基础。  相似文献   
50.
While the phenomenon of excess vehicle emissions from cold-start conditions is well known, the magnitude and duration of this phenomenon is often unclear due to the complex chemical processes involved and uncertainty in the literature on this subject. This paper synthesizes key findings regarding the influence of ambient and engine temperatures on light-duty vehicle (LDV) emissions. Existing literature, as well as analytical tools like the U.S. Environmental Protection Agency’s Motor Vehicle Emission Simulator (MOVES), indicate that while total vehicle emissions have dropped significantly in recent years, those associated with cold starts can still constitute up to 80% for some pollutant species. Starting emissions are consistently found to make up a high proportion of total transportation-related methane (CH4), nitrous oxide (N2O), and volatile organic compounds (VOCs). After 3–4 min of vehicle operation, both the engine coolant and the catalytic converter have generally warmed, and emissions are significantly lower. This effect lasts roughly 45 min after the engine is shut off, though the cooling rate depends greatly on the emission species and ambient temperature. Electrically (pre-)heated catalysts, using the bigger batteries available on hybrid drivetrains and plug-in vehicles, may be the most cost-effective technology to bring down a sizable share of mobile source emissions. Trip chaining (to keep engines warm) and shifting to non-motorized modes for shorter trips, where the cold start can dominate emissions, are also valuable tactics.  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