全文获取类型
收费全文 | 1799篇 |
免费 | 123篇 |
专业分类
公路运输 | 598篇 |
综合类 | 537篇 |
水路运输 | 358篇 |
铁路运输 | 327篇 |
综合运输 | 102篇 |
出版年
2024年 | 11篇 |
2023年 | 17篇 |
2022年 | 42篇 |
2021年 | 66篇 |
2020年 | 72篇 |
2019年 | 50篇 |
2018年 | 47篇 |
2017年 | 49篇 |
2016年 | 53篇 |
2015年 | 72篇 |
2014年 | 152篇 |
2013年 | 122篇 |
2012年 | 169篇 |
2011年 | 178篇 |
2010年 | 140篇 |
2009年 | 133篇 |
2008年 | 98篇 |
2007年 | 158篇 |
2006年 | 100篇 |
2005年 | 58篇 |
2004年 | 37篇 |
2003年 | 41篇 |
2002年 | 19篇 |
2001年 | 9篇 |
2000年 | 8篇 |
1999年 | 5篇 |
1998年 | 1篇 |
1996年 | 2篇 |
1995年 | 2篇 |
1993年 | 3篇 |
1992年 | 2篇 |
1991年 | 4篇 |
1990年 | 1篇 |
1989年 | 1篇 |
排序方式: 共有1922条查询结果,搜索用时 421 毫秒
91.
92.
深基坑土钉墙支护现场测试及优化设计 总被引:3,自引:0,他引:3
以成都市锦贸大厦深基坑土钉支护为实例,对土钉应变测试,地表土体变形破裂观测,位移监测三项成果进行分析,对土钉支护作用机制作了初步探讨,并提出了土钉墙的优化设计。 相似文献
93.
94.
95.
目标识别是水中设备智能化的关键技术之一.通过阐述支持向量域描述(SVDD)以及乘性规则(GA)的原理,提出基于乘性规则和支持向量域结合的方法对水中目标进行分类识别,对比SVM算法需要支持向量数多,运算速度慢的缺点,该方法能有效提高优化识别速度. 相似文献
96.
针对四川乐山至雅安高速公路槽渔滩隧道左洞段初期支护变形开裂情况,对变形开裂产生的原因进行分析,并结合现场实际情况及监控量测结果,采取临时加固初期支护、固结围岩并永久堵水等措施,使处治变形开裂段达到了预期效果。 相似文献
97.
为确保昆明轨道交通4 号线朱家村站基坑开挖及支护过程中基坑及挡土墙的安全,通过对不同深基坑支护措施及挡土墙保护方案的比选,并结合数值模拟验算结果,分析在深基坑开挖支护各工况阶段的挡土墙安全指标,选出工期短、经济性好、安全性高的挡土墙保护方案。结果表明,在挡土墙高度较小时,采用型钢斜撑结合基坑支护结构对挡土墙进行保护,安全、快捷、经济、高效, 对于以后类似条件下的紧邻深基坑挡土墙保护具有较强的参考意义。 相似文献
98.
99.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(6):798-820
This research reviews principles behind the dynamic response of rail supports, and introduces a method of analysis to find the maximum response in a realistic setting. Assuming a time-dependent, moving mass with massive wheels is essential, because the ratio of the moving mass to the rail mass is significant. However, the dynamic response of the track is not affected by dynamic properties of the train other than its unsprung mass, because the natural frequencies of the train suspension and track are significantly different. A numerical method is developed to model the dynamic response based on these principles, and applied to the Korean urban transit. The dynamic response includes multiple peaks with a large amplitude range, creating noise while the wheel passes the support. The dynamic impact factor (DIF) for the rail support depends mainly on the stiffness and damping of the rail support. The DIF for the rail moment is below the code value, whether this value is based on numerical analysis or on-site measurements. However, our numerical analysis results in a DIF for support settlement that is greater than the code value, if the damping is less than 3%. 相似文献
100.
Transportation agencies experiences with decision support systems for airport ground access planning
This article reports on a field investigation into the ways that transportation agencies use quantitative and qualitative information for making strategic decisions regarding airport ground access. The study analyzes the value of this information for planning airport ground access improvements at seven major international airport sites.The major finding of the research is that quantitative modeling for strategic decision support is very difficult, costly and time consuming. Modelers are confident that the models are accurate and reliable but executives generally lack confidence in the results. Transportation officials believe that the information supplied is flawed by a number of defects that minimize its value for strategic decision makers. The information defects described in this article provide an analysis of the structural difficulty of using quantitative modeling for transportation problems of strategic importance. To date, qualitative information is not frequently used, but some transportation agencies are considering its application to designing transportation services. Although this study is limited to airport ground access, the authors feel that this evidence, in conjunction with the evidence from other studies in the transportation area, dictates a need for wariness in the development of decision support systems for transportation planners. Developers of decision support systems for transportation planners must be aware of modeling costs and defects and consider how to improve the timeliness, relevance and credibility of information quantitative models provide transportation executives. Fundamentally it is important to recognize that decision makers tend, either singularly or in concert with other individuals or groups, to be the champions of a long-term vision for the community. When modeling produces inconsistent or wide ranging results that contradict their position, decision makers may not only discard modeling activities, but lose confidence in the models altogether. As a consequence, transportation planners are faced with the challenge of how to improve quantitative modeling. The most reliable and effective means for improvement is incorporation of qualitative techniques which provide greater understanding of customer perceptions and human behavior. 相似文献