全文获取类型
收费全文 | 16630篇 |
免费 | 927篇 |
专业分类
公路运输 | 5002篇 |
综合类 | 4720篇 |
水路运输 | 3693篇 |
铁路运输 | 3091篇 |
综合运输 | 1051篇 |
出版年
2024年 | 75篇 |
2023年 | 129篇 |
2022年 | 332篇 |
2021年 | 594篇 |
2020年 | 669篇 |
2019年 | 365篇 |
2018年 | 295篇 |
2017年 | 369篇 |
2016年 | 460篇 |
2015年 | 633篇 |
2014年 | 1329篇 |
2013年 | 926篇 |
2012年 | 1518篇 |
2011年 | 1569篇 |
2010年 | 1160篇 |
2009年 | 1022篇 |
2008年 | 1036篇 |
2007年 | 1370篇 |
2006年 | 1155篇 |
2005年 | 755篇 |
2004年 | 482篇 |
2003年 | 329篇 |
2002年 | 197篇 |
2001年 | 175篇 |
2000年 | 113篇 |
1999年 | 70篇 |
1998年 | 52篇 |
1997年 | 58篇 |
1996年 | 57篇 |
1995年 | 37篇 |
1994年 | 42篇 |
1993年 | 30篇 |
1992年 | 31篇 |
1991年 | 29篇 |
1990年 | 32篇 |
1989年 | 18篇 |
1988年 | 12篇 |
1987年 | 6篇 |
1986年 | 6篇 |
1985年 | 10篇 |
1984年 | 10篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
961.
为了弥补ZPW-2000移频轨道电路补偿电容动态检测盲区,通过实践验证并总结了利用机车信号数据分析站内侧线股道补偿电容工作状态的方法,从技术方法上解决了利用机车信号数据分析来弥补站内侧线股道处于动态检测死角问题,为分析ZPW-2000移频轨道电路补偿电容工作状态提供一种新方法。 相似文献
962.
963.
《铁道标准设计通讯》2016,(10)
针对于山岭隧道常出现的,穿越倾斜产状的层状岩体,或多在隧道进出口处节理裂隙发育的情况,结合成兰铁路茂县隧道出口地段所处的地质偏压环境,应用ABAQUS有限元分析软件中的面-面接触单元,建立节理软弱结构面的二维隧道模型。并对地质偏压隧道的围岩压力及衬砌结构内力进行非线性接触分析和计算,初步得出单线铁路隧道在地质偏压情况下围岩和衬砌结构的位移、应力的分布特征,并讨论软弱结构面的摩擦系数对隧道偏压作用的影响,根据隧道受力特点提出隧道在地质偏压情况下可能采取的建议和措施。 相似文献
964.
965.
本文介绍了一种基于力学分析的皮卡车(也称多用途货车)牵引能力的理论计算和试验方法,得出了决定皮卡车牵引能力的主要因素有:皮卡车动力传动系统能力、驱动形式、结构强度,挂车类型以及道路情况等。经验证,理论计算得到的牵引能力与试验结果一致性较好:通过皮卡车牵引能力的计算和验证,能够有效指导企业进行设计开发,充分发挥皮卡车较强的牵引能力特性,推动皮卡车市场发展。 相似文献
966.
斜拉桥是重要的桥梁结构形式,由于其梁体内弯矩小、建筑高度低等优点而被广发地采用。该文主要针对大型斜拉桥的空间结构特点,分析和研究了斜拉桥的空间设置和设计问题。首先根据斜拉桥的结构组成,分析了各个组成构件的空间布置,并进行了相应的力学计算,在此基础上,研究了大型斜拉桥的空间结构设计,主要讨论了在具体情况下的结构选型问题。 相似文献
967.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(3):361-386
Passive fluidically coupled suspensions have been considered to offer a promising alternative solution to the challenging design of a vehicle suspension system. A theoretical foundation, however, has not been established for fluidically coupled suspension to facilitate its broad applications to various vehicles. The first part of this study investigates the fundamental issues related to feasibility and properties of the passive, full-vehicle interconnected, hydro-pneumatic suspension configurations using both analytical and simulation techniques. Layouts of various interconnected suspension configurations are illustrated based on two novel hydro-pneumatic suspension strut designs, both of which provide a compact design with a considerably large effective working area. A simplified measure, vehicle property index, is proposed to permit a preliminary evaluation of different interconnected suspension configurations using qualitative scaling of the bounce-, roll-, pitch- and warp-mode stiffness properties. Analytical formulations for the properties of unconnected and three selected X-coupled suspension configurations are derived, and simulation results are obtained to illustrate their relative stiffness and damping properties in the bounce, roll, pitch and warp modes. The superior design flexibility feature of the interconnected hydro-pneumatic suspension is also discussed through sensitivity analysis of a design parameter, namely the annular piston area of the strut. The results demonstrate that a full-vehicle interconnected hydro-pneumatic suspension could provide enhanced roll- and pitch-mode stiffness and damping, while retaining the soft bounce- and warp-mode properties. Such an interconnected suspension thus offers considerable potential in realising enhanced decoupling among the different suspension modes. 相似文献
968.
Rigid–plastic solutions for the steady-state, quasi-static buckle propagation pressure in corroded pipelines are derived and compared to finite element predictions (ABAQUS). The corroded pipeline is modeled as an infinitely long, cylindrical shell with a section of reduced thickness that is used to describe the corrosion. A five plastic hinge mechanism is used to describe plastic collapse of the corroded pipeline. Closed-form expressions are given for the buckle propagation pressure as a function of the amount of corrosion in an X77 steel pipeline. Buckles that propagate down the pipeline are caused by either global or snap-through buckling, depending on the amount of corrosion. Global buckling occurs when the angular extent of the corrosion is greater than 90°. When the angular extent is less than 90° and the corrosion is severe, snap-through buckling takes place. The buckle propagation pressure and the corresponding collapse modes also compare well to finite element predictions. 相似文献
969.
Millennials, defined in this study as those born between 1979 and 2000, became the largest population segment in the United States in 2015. Compared to recent previous generations, they have been found to travel less, own fewer cars, have lower driver’s licensure rates, and use alternative modes more. But to what extent will these differences in behaviour persist as millennials move through various phases of the lifecycle? To address this question, this paper presents the results of a longitudinal analysis of the 2003–2013 American Time Use Survey data series. In early adulthood, younger millennials (born 1988–1994) are found to spend significantly more time in-home than older millennials (born 1979–1985), which indicates that there are substantial differences in activity-time use patterns across generations in early adulthood. Older millennials are, however, showing activity-time use patterns similar to their prior generation counterparts as they age, although some differences – particularly in time spent as a car driver – persist. Millennials appear to exhibit a lag in adopting the activity patterns of predecessor generations due to delayed lifecycle milestones (e.g. completing their education, getting jobs, marrying, and having children) and lingering effects of the economic recession, suggesting that travel demand will resume growth in the future. 相似文献
970.
The collection of origin–destination data for a city is an important but often costly task. This way, there is a need to develop more efficient and inexpensive methods of collecting information about citizens’ travel patterns. In this line, this paper presents a generic methodology that allows to infer the origin and destination zones for an observed trip between two public transport stops (i.e., bus stops or metro stations) using socio-economic, land use, and network information. The proposed zonal inference model follows a disaggregated Logit approach including size variables. The model enables the estimation of a zonal origin–destination matrix for a city, if trip information passively collected by a smart-card payment system is available (in form of a stop-to-stop matrix). The methodology is applied to the Santiago de Chile’s morning peak period, with the purpose of serving as input for a public transport planning computational tool. To estimate the model, information was gathered from different sources and processed into a unified framework; data included a survey conducted at public transport stops, land use information, and a stop-to-stop trip matrix. Additionally, a zonal system with 1176 zones was constructed for the city, including the definition of its access links and associated distances. Our results shows that, ceteris paribus, zones with high numbers of housing units have higher probabilities of being the origin of a morning peak trip. Likewise, health facilities, educational, residential, commercial, and offices centres have significant attraction powers during this period. In this sense, our model manages to capture the expected effects of land use on trip generation and attraction. This study has numerous policy implications, as the information obtained can be used to predict the impacts of changes in the public transport network (such as extending routes, relocating their stops, designing new routes or changing the fare structure). Further research is needed to improve the zonal inference formulation and origin–destination matrix estimation, mainly by including better cost measures, and dealing with survey and data limitations. 相似文献