全文获取类型
收费全文 | 1319篇 |
免费 | 78篇 |
专业分类
公路运输 | 318篇 |
综合类 | 428篇 |
水路运输 | 289篇 |
铁路运输 | 208篇 |
综合运输 | 154篇 |
出版年
2024年 | 3篇 |
2023年 | 9篇 |
2022年 | 21篇 |
2021年 | 37篇 |
2020年 | 35篇 |
2019年 | 30篇 |
2018年 | 51篇 |
2017年 | 51篇 |
2016年 | 54篇 |
2015年 | 66篇 |
2014年 | 84篇 |
2013年 | 68篇 |
2012年 | 124篇 |
2011年 | 86篇 |
2010年 | 55篇 |
2009年 | 95篇 |
2008年 | 86篇 |
2007年 | 99篇 |
2006年 | 117篇 |
2005年 | 82篇 |
2004年 | 42篇 |
2003年 | 21篇 |
2002年 | 12篇 |
2001年 | 16篇 |
2000年 | 7篇 |
1999年 | 12篇 |
1998年 | 5篇 |
1997年 | 11篇 |
1996年 | 1篇 |
1995年 | 1篇 |
1994年 | 2篇 |
1993年 | 3篇 |
1992年 | 2篇 |
1991年 | 1篇 |
1990年 | 2篇 |
1989年 | 4篇 |
1988年 | 1篇 |
1984年 | 1篇 |
排序方式: 共有1397条查询结果,搜索用时 15 毫秒
71.
对现有道路投资理论、道路投资主体的变化以及政府职能等影响农村道路网建设的因素进行分析,得出造成农村路网落后的原因。从政治,经济、公平等方面入手,分析农村路网规划建设的必要性以及内在规律性。 相似文献
72.
73.
The paper proposes a “quasi-dynamic” framework for estimation of origin–destination (o–d) flow from traffic counts, under the assumption that o–d shares are constant across a reference period, whilst total flows leaving each origin vary for each sub-period within the reference period. The advantage of this approach over conventional within-day dynamic estimators is that of reducing drastically the number of unknowns given the same set of observed time-varying traffic counts. Obviously, the gain in accuracy depends on how realistic is the underlying assumption that total demand levels vary more rapidly over time than o–d shares. Firstly, the paper proposes a theoretical specification of the quasi-dynamic estimator. Subsequently, it proposes empirical and statistical tests to check the quasi-dynamic assumption and then compares the performances of the quasi-dynamic estimator of o–d flows with both classical off-line simultaneous dynamic estimators and on-line recursive Kalman filter-based estimators. Experiments are carried out on the real test site of A4–A23 motorways in North-Eastern Italy. Results confirm the acceptability of the assumption of quasi-dynamic o–d flows, even under the hypothesis of constant distribution shares for the whole day and show that the quasi-dynamic estimator outperforms significantly the simultaneous estimator. Data also suggest that using the quasi-dynamic estimates instead of the simultaneous estimates as historical o–d flows improves significantly the performances of the Kalman filter, which strongly depends of the quality of the seed o–d flows. In addition, it is shown that the aggregation of quasi-dynamic o–d estimates across subsequent time slices represents also the most effective way to obtain o–d estimates for larger time horizons (e.g. hourly estimates). Finally, a validation based on an hold-out sample of link flows (i.e. counts not used as inputs in the o–d estimation/updating process) revealed the quasi-dynamic estimator to be overall more robust and effective with respect to the other tested estimators. 相似文献
74.
浅谈公路工程估算编制的新规则 总被引:1,自引:1,他引:0
新的《公路工程基本建设项目投资估算编制办法》和《公路工程估算指标》自2012年1月1日正式实施。取代1996编办和指标,针对估算编制的新规则,分析总结新旧差异,为以后估算编制工作提供指导。 相似文献
75.
公路建设的投融资正在向多渠道发展.在介绍我国公路建设现状的基础上,阐述公路建设资金的主要来源方式,探讨当前投融资体制下公路建设面临的主要问题,指出要建立合理有效的公路市场融资机制,政府还要进一步考虑如何更好地把非公有资本导入公路建设领域. 相似文献
76.
分析了现阶段公路工程建设造价投资控制现状及存在的问题,结合国外先进投资理念,针对决策阶段、建设阶段、运营阶段造价控制提出对策。根据国家交通运输"十二五"发展规划,提出了全寿命成本理念及交通建设节约资源、有效利用土地资源的新理念。 相似文献
77.
78.
结合高速公路项目投资的特点和一般规律,运用量化分析方法对高速公路项目风险及其敏感性进行估测。项目投资风险量化分析的方法包括盈亏平衡分析法、敏感性分析法等,研究了高速公路项目量化分析的数据因素和量化分析过程,利用上述方法对案例项目进行了实际分析,并据以判断投资项目的风险大小并做出决策。 相似文献
79.
T. A. Wenzel K. J. Burnham M. V. Blundell R. A. Williams 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2006,44(2):153-171
The article demonstrates the implementation of a model-based vehicle estimator, which can be used for combined estimation of vehicle states and parameters. The estimator is realised using the dual extended Kalman filter (DEKF) technique, which makes use of two Kalman filters running in parallel, thus 'splitting' the state and parameter estimation problems. Note that the two problems cannot be entirely separated due to their inherent interdependencies. This technique provides several advantages, such as the possibility to switch off the parameter estimator, once a sufficiently good set of estimates has been obtained. The estimator is based on a four-wheel vehicle model with four degrees of freedom, which accommodates the dominant modes only, and is designed to make use of several interchangeable tyre models. The paper demonstrates the appropriateness of the DEKF. Results to date indicate that this is an effective approach, which is considered to be of potential benefit to the automotive industry. 相似文献
80.
Estimation/updating of Origin–Destination (OD) flows and other traffic state parameters is a classical, widely adopted procedure in transport engineering, both in off-line and in on-line contexts. Notwithstanding numerous approaches proposed in the literature, there is still room for considerable improvements, also leveraging the unprecedented opportunity offered by information and communication technologies and big data. A key issue relates to the unobservability of OD flows in real networks – except from closed highway systems – thus leading to inherent difficulties in measuring performance of OD flows estimation/updating methods and algorithms. Starting from these premises, the paper proposes a common evaluation and benchmarking framework, providing a synthetic test bed, which enables implementation and comparison of OD estimation/updating algorithms and methodologies under “standardized” conditions. The framework, implemented in a platform available to interested parties upon request, has been flexibly designed and allows comparing a variety of approaches under various settings and conditions. Specifically, the structure and the key features of the framework are presented, along with a detailed experimental design for the application of different dynamic OD flow estimation algorithms. By way of example, applications to both off-line/planning and on-line algorithms are presented, together with a demonstration of the extensibility of the presented framework to accommodate additional data sources. 相似文献