全文获取类型
收费全文 | 3107篇 |
免费 | 138篇 |
专业分类
公路运输 | 692篇 |
综合类 | 797篇 |
水路运输 | 478篇 |
铁路运输 | 1135篇 |
综合运输 | 143篇 |
出版年
2024年 | 4篇 |
2023年 | 22篇 |
2022年 | 69篇 |
2021年 | 101篇 |
2020年 | 170篇 |
2019年 | 84篇 |
2018年 | 92篇 |
2017年 | 95篇 |
2016年 | 82篇 |
2015年 | 142篇 |
2014年 | 218篇 |
2013年 | 160篇 |
2012年 | 246篇 |
2011年 | 249篇 |
2010年 | 210篇 |
2009年 | 165篇 |
2008年 | 172篇 |
2007年 | 206篇 |
2006年 | 204篇 |
2005年 | 113篇 |
2004年 | 84篇 |
2003年 | 69篇 |
2002年 | 47篇 |
2001年 | 62篇 |
2000年 | 34篇 |
1999年 | 15篇 |
1998年 | 24篇 |
1997年 | 13篇 |
1996年 | 21篇 |
1995年 | 12篇 |
1994年 | 14篇 |
1993年 | 6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3245条查询结果,搜索用时 15 毫秒
131.
132.
133.
针对国内某型客车的实车侧翻试验,通过采集、处理试验数据,探讨客车侧翻试验及评价的方法和内容,为其他客车侧翻试验提供经验。 相似文献
134.
在分析国内外高速铁路无砟轨道变形调整技术及应用经验基础上,基于结构安全可靠、变形调整便利、预制装配化施工等原则,考虑沉降、上拱、偏移等线下基础变形特征,提出了一种变形调整能力较强的板式无砟轨道结构。通过减小轨道板下调整层厚度或灌注聚合物砂浆实现轨道高低调整,通过移动轨道板并改变限位孔周边弹性缓冲垫层厚度实现轨道水平调整。在不损伤无砟轨道主体结构的前提下可实现高低调整量100 mm,水平调整量40 mm。提出的变形可调板式无砟轨道结构可为地质条件及气候复杂地区高速铁路无砟轨道设计及相关病害整治提供参考。 相似文献
135.
本文通过对国内典型高速动车组齿轮箱进行有限元仿真和试验测试,对比两种不同结构型式齿轮箱箱体的模态特征,研究分析了整体箱和分体箱对振型模态的影响,针对局部薄弱区域提出优化设计建议并进行验证. 相似文献
136.
某型宇通客车因发动机限转速而工作无力,经排查是ECU程序的问题,复制同样车型的ECU程序后,又发现高压共轨上的泄压阀有故障,更换共轨总成后才彻底解决了故障. 相似文献
137.
138.
舰船主柴油机双机并车控制仿真技术的研究 总被引:7,自引:0,他引:7
徐斌 《交通部上海船舶运输科学研究所学报》2001,24(2):96-101
从对舰船主柴油机调速的工作原理分析入手,介绍现在常用的3种舰船主柴油机双机并车运行控制技术的原理和特点,然后,利用现在比较流行的仿真应用软件Matlab,建立主柴油机、调速系统和推进装置的仿真模型,并对功率反馈调速器进行仿真试验研究,阐明计算机仿真技术在舰船主柴油机双机并车控制技术研究中的作用。 相似文献
139.
The use of gait parameters to evaluate pedestrian behavior at scramble phase signalized intersections 下载免费PDF全文
Pedestrian scramble phasing is usually implemented to reduce pedestrian‐vehicle conflicts and therefore increase the safety of the intersection. However, to adequately determine the benefits of scramble phasing, it is necessary to understand how pedestrians react to such an unconventional design. This study investigates changes in pedestrian crossing behavior following the implementation of a scramble phase by examining the spatiotemporal gait parameters (step length and step frequency). This detailed microscopic‐level analysis provides insight into changes in pedestrian walking mechanisms as well as the effect of various pedestrian and intersection characteristics. The study uses video data collected at a scramble phase signalized intersection in Oakland, California. Gait parameters were found to be influenced by pedestrian gender, age, group size, crosswalk length, and pedestrian signal indications. Both average step length and walking speed were significantly higher for diagonally crossing pedestrians compared with pedestrians crossing on the conventional crosswalks. Pedestrians were found to have the tendency to increase their step length more than their step frequency to increase walking speed. It was also found that, compared with men, women generally increase their walking speed by increasing their step frequency more than step length. However, when in non‐compliance with signal indications, women increase their walking speed by increasing their step length more than step frequency. It was also found that older pedestrians do not significantly change their walking behavior when in non‐compliance with signal indications. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
140.
A key factor in determining the performance of a railway system is the speed profile of the trains within the network. There can be significant variation in this speed profile for identical trains on identical routes, depending on how the train is driven. A better understanding and control of speed profiles can therefore offer significant potential for improvements in the performance of railway systems. This paper develops a model to allow the variability of real-life driving profiles of railway vehicles to be quantitatively described and predicted, in order to better account for the effects on the speed profile of the train and hence the performance of the railway network as a whole. The model is validated against data from the Tyne and Wear Metro, and replicates the measured data to a good degree of accuracy. 相似文献