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   2124篇
  免费   15篇
公路运输   594篇
综合类   66篇
水路运输   686篇
铁路运输   62篇
综合运输   731篇
  2023年   14篇
  2022年   27篇
  2021年   16篇
  2020年   23篇
  2019年   21篇
  2018年   56篇
  2017年   45篇
  2016年   84篇
  2015年   26篇
  2014年   72篇
  2013年   324篇
  2012年   105篇
  2011年   109篇
  2010年   97篇
  2009年   104篇
  2008年   97篇
  2007年   70篇
  2006年   47篇
  2005年   43篇
  2004年   38篇
  2003年   37篇
  2002年   31篇
  2001年   36篇
  2000年   24篇
  1999年   31篇
  1998年   48篇
  1997年   29篇
  1996年   30篇
  1995年   34篇
  1994年   22篇
  1993年   20篇
  1992年   20篇
  1991年   20篇
  1990年   16篇
  1989年   19篇
  1988年   21篇
  1987年   18篇
  1986年   20篇
  1985年   22篇
  1984年   18篇
  1983年   19篇
  1982年   19篇
  1981年   20篇
  1980年   22篇
  1979年   21篇
  1978年   15篇
  1977年   21篇
  1976年   15篇
  1975年   20篇
  1974年   15篇
排序方式: 共有2139条查询结果,搜索用时 0 毫秒
841.
842.
研究涡轮增压器噪声的产生和传播机理是一项具有挑战性的工作,极具科研和工程应用价值.在增压器设计阶段,稳定和快速的定常流动仿真,辅以声学类比法可以作为快速评估增压器噪声问题的重要手段,同时这也为后续进行非定常流动仿真打好基础.在大型项目初期,首先对某款增压器压气机几何模型进行定常流动雷诺平均法/雷诺平均数值模拟(RANS...  相似文献   
843.
844.
商用车动力总成的电气化应用已变得日益广泛.欧盟排放法规要求使得一些技术相比以往更具开发潜力,而这些技术对于成本敏感型市场而言过于昂贵.AVL公司提供了1种可用于柴电混合动力总成的模块化平台.该平台基于排放、效率和成本进行了重点开发.  相似文献   
845.
为研究在不同加筋情况下土工格栅加筋土的力学特征及加筋效果进行大型三轴实验。首先进行土工实验确定土壤参数及最佳含水率,然后进行大型三轴实验以确定在不同加筋及围压条件下加筋土的性质变化。根据实验结果分析得知,土的性质随加筋情况和围压的变化表现出一定的规律特征,可利用Duncan-Chang模型参数对加筋效果进行定量分析。试验结果表明:加筋后土体的强度明显增强;对加筋效果系数和强度参数分析发现,随着围压的增加加筋效果系数会降低;土工格栅加筋主要提高了土体的黏聚力。  相似文献   
846.
ABSTRACT

A scientific consensus has recently emerged suggesting that the dominant twentieth century paradigm of solving transportation congestion problems by building more freeways failed. The legacy of the freeway construction era is clearly visible in polluted and congested cities worldwide. To battle these ills, planning academics have been promoting more sustainable built form aligned with dedicated public/active transport provision. Partly as a result of the push coming from academia, a number of cities have sought to remove their freeways and replace the freed up space with alternate transport infrastructure, such as streets and boulevards. To discern if the transportation planning profession is currently undergoing a paradigm shift or whether freeway removal is merely a temporary fad, we have conducted a systematic review of the literature. In this article, we unpack the underlying reasons which have led some cities to removing their freeways. Results reveal that a paradigm shift has arguably not yet taken place in transportation planning. While many cities are creating human-scale and active transport spaces, currently these spaces tend to coexist alongside freeways. American cities, which were once the pioneers of freeway construction, appear to be lagging behind cities in Europe and Asia in this respect. If the current pace of freeway removal continues, it may take a few decades before the transportation planners, politicians, policy makers, and communities adopt radically different norms, methods, and goals. However, a radical approach may need to be taken sooner given alarming global warming predictions.  相似文献   
847.
    
ABSTRACT

Ridesourcing services such as Uber are nowadays a common feature within available transport options of many cities around the world (E.g. London & San Francisco). There has been much publicity about the potential impacts of ridesourcing services and how (or if) they should be managed or regulated without an objective understanding of who uses these services and why, as well as its current and future implications for public transport (PT).

Ridesourcing is part of a broader tech-driven, mobile app-based sharing phenomenon – the ‘sharing economy’ – which has disrupted traditional market models and industries, for example, the transport industry, where new players such as Uber have emerged and have quickly become part of the urban transport landscape. Uber has been at the forefront in disrupting the transport sector since its first launch in 2010 (San Francisco, USA). Since its launch, Uber has generated extensive media coverage and debate among policymakers, transport planners and transport authorities on how these services are affecting traditional transport modes such as buses and taxis. However, without objective empirical data – in terms of impacts on trip making characteristics, PT ridership and congestion – policymakers and transport regulators are yet to fully understand the real impacts ridesourcing services are having on the transport network.

This paper is part of broader research that aims to provide insights and empirical-based evidence on how Uber services are used (UberX and Uberpool) in London. A comprehensive survey was undertaken using a detailed questionnaire, issued to UberX and Uberpool users in London to gather detailed data on who uses the Uber services, why they use it and what are the trip purposes, in order to understand Uber user demographics and what effects (if any) Uber services are having on PT usage and trip making characteristics in London. The final findings provide important insights on Uber user demographics, trip purposes, types of trips replaced, impact on car ownership and why travellers use Uber services.  相似文献   
848.
Research purposes: Low vibration track is a suitable track structure in the heavy haul railway long tunnel. Taking the low vibration track in the middle-south channel tunnel as the research object, through the full-scale model static load test, this paper studies the mechanical properties of a single bearing block under the vertical load at the end of the track bed slab (working condition 1), the horizontal and vertical load at the end of the track bed slab (working condition 2), the vertical load at the middle of the track bed slab (working condition 3) and track's crack development trend. Research conclusions:(1) Taking the static load of 30 t axle load train as a reference, the track slab and bearing block concrete of working condition 1 reach the axial tensile strength at 3.3 and 3.1 times static wheel load, the track slab and bearing block concrete of working condition 2 reach the axial tensile strength at 3.0 and 3.1 times static wheel load, the track slab and bearing block concrete of working condition 3 reach the axial tensile strength at 4.9 and 2.9 times static wheel load. (2) Track slab's crack of working condition 1 appears at the corner of the bearing block and the midline of the long side of the bearing block and extends to the short side of the track slab. The crack extension at the corner point is in the shape of \"eight\". There is no obvious crack of working condition 3 in the track slab. (3) The horizontal load of the train leads to the increase of the force of the concrete in the corner of the bearing block. (4)The research results have guiding significance for the design, construction and maintenance of low vibration track. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved.  相似文献   
849.
850.
Changing urban land-use patterns have reduced the importance of traditional downtowns as the origin and destination of numerous vehicular trips. Much traffic on downtown-area freeways seeks merely to get past downtown, thereby worsening the level of congestion for those seeking access to downtown.A number of European cities have begun to develop a new type of transportation facility: congestion-relief toll tunnels in downtown areas. These projects appear to be economically feasible largely or entirely from premium-price tolls paid by users. Hence, they are being developed by private consortia, operating under long-term franchises from government. Other keys to the feasibility of such projects are peak/off-peak pricing structures (congestion pricing), nonstop electronic toll collection, and restriction of use to auto-size vehicles only (to reduce tunnel dimensions and therefore capital investment).Preliminary analysis indicates that congestion-telief bypass runnels for downtown Los Angeles and San Francisco would be economically feasible as private business ventures, if developed along European lines. Similar approaches might be applied to other controversial freeway projects in both cities, and to restructuring Boston's huge and controversial Central Artery/Tunnel project.Congress has already authorized public-private partnerships of this type, permitting private capital and private owner/operation to be used, both for new projects and to rebuild existing highway, bridge, and tunnel facilities. Six states and Puerto Rico have enacted private-tollway legislation under which such projects could be developed and operated.This type of project should be politically feasible, since it offers a way to make significant transportation improvements in impacted downtowns with little or no public funding. While transit proponents may oppose the construction of toll tunnels, highway users are likely to support such projects, and some environmental groups may support this method of implementing congestion pricing in urban areas, because of its potential for reducing air emissions.  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