全文获取类型
收费全文 | 10956篇 |
免费 | 175篇 |
专业分类
公路运输 | 2595篇 |
综合类 | 1342篇 |
水路运输 | 3439篇 |
铁路运输 | 1286篇 |
综合运输 | 2469篇 |
出版年
2023年 | 53篇 |
2022年 | 165篇 |
2021年 | 159篇 |
2020年 | 113篇 |
2019年 | 100篇 |
2018年 | 223篇 |
2017年 | 148篇 |
2016年 | 196篇 |
2015年 | 172篇 |
2014年 | 327篇 |
2013年 | 1389篇 |
2012年 | 514篇 |
2011年 | 635篇 |
2010年 | 477篇 |
2009年 | 592篇 |
2008年 | 572篇 |
2007年 | 601篇 |
2006年 | 534篇 |
2005年 | 468篇 |
2004年 | 339篇 |
2003年 | 231篇 |
2002年 | 189篇 |
2001年 | 200篇 |
2000年 | 194篇 |
1999年 | 118篇 |
1998年 | 155篇 |
1997年 | 124篇 |
1996年 | 161篇 |
1995年 | 166篇 |
1994年 | 98篇 |
1993年 | 194篇 |
1992年 | 170篇 |
1991年 | 87篇 |
1990年 | 88篇 |
1989年 | 59篇 |
1988年 | 74篇 |
1987年 | 67篇 |
1986年 | 60篇 |
1985年 | 79篇 |
1984年 | 75篇 |
1983年 | 73篇 |
1982年 | 73篇 |
1981年 | 95篇 |
1980年 | 68篇 |
1979年 | 91篇 |
1978年 | 56篇 |
1977年 | 69篇 |
1976年 | 53篇 |
1975年 | 65篇 |
1974年 | 50篇 |
排序方式: 共有10000条查询结果,搜索用时 93 毫秒
131.
劳尔有轨电车是一种依靠轮胎走行、钢轮导向的新型有轨电车.介绍了劳尔有轨电车动力走行部和拖动走行部的结构,分析了其导向机理:设置于走行轮前方的导向轮和导向杆迫使走行轮胎产生了偏转角,由此产生的侧偏力迫使车辆沿着轨道运行.使用线性化的轮胎模型建立了动力走行部和拖动走行轮的动力学方程,发现劳尔有轨电车的导向运动类似一个有阻尼的单摆运动.导向运动的频率取决于走行轮胎的侧偏刚度和导向杆长度,运动的阻尼比取决于走行轮胎的侧偏刚度、导向杆长度和前进速度.导向杆长度是影响导向性能的关键参数,对导向的稳定性有着重要的影响. 相似文献
132.
133.
虽然到目前为止,大多数对讲机系统仍采用模拟技术,但数字技术已开始推动移动通信的变革步伐,从模拟通信系统过渡到数字通信系统已经成为大势所趋。在这个过程中,如何保护已有在模拟设备上投资,并灵活选择向数字系统的过渡方式和过程,成为推动无线通信系统数字化进程的关键。 相似文献
134.
135.
136.
本文介绍了基于LabVIEW开发平台和NI硬件模块,模拟整车的储氧量评价方法 ,利用发动机台架硬件平台开发出来的储氧量评价系统。同时,面对轻型汽油车国六阶段的催化器评价,开发出了动态储氧量测试平台。分别通过不同的测试方法,分析催化器的储存氧和释放氧的速率,提出了动态释放氧量(DORC)的概念。同时,根据分析台架快速老化前后催化器的储氧量测试结果,针对面向整车标定策略的新型催化器的开发提出了一些见解。 相似文献
137.
Among several post quantum primitives proposed in the past few decades, lattice-based cryptography is considered as the most promising one, due to its underlying rich combinatorial structure, and the worst-case to average-case reductions. The first lattice-based group signature scheme with verifier-local revocation(VLR) is treated as the first quantum-resistant scheme supported member revocation, and was put forward by Langlois et al. This VLR group signature(VLR-GS) has group public key size of O(nm log N log q), and a signature size of O(tm log N log q log β). Nguyen et al. constructed a simple efficient group signature from lattice, with significant advantages in bit-size of both the group public key and the signature. Based on their work, we present a VLR-GS scheme with group public key size of O(nm log q) and signature size of O(tm log q). Our group signature has notable advantages: support of membership revocation, and short in both the public key size and the signature size. 相似文献
138.
Research purposes: The vertical deformation of high-speed railway (HSR) bridge will cause the track irregularity, which threatens the safe and efficient operation of the HSR. Taking the 32 m simple supported beam bridge as the research object, based on the existing mapping analytical model for bridge vertical deformation and rail geometry, the influence of the track regularity of the CRTS Ⅰ slab ballastless track structure caused by the key parameters such as the bridge vertical deformation amplitude, the hanging length of the beam end and the vertical stiffness of mortar layer were studied, and the corresponding measures to control the rail deformation were proposed, to provide theoretical reference for comprehensive treatment of rail deformation of HSR bridge. Research conclusions:(1) The pier settlement, the vertical rotation of the beam end and the beam fault will cause the rail to follow the beam deformation, and "up-warping" of the rail on the vertical deformation boundary will appear. (2) The rail deformation is directly proportional to the vertical deformation amplitude of the bridge and the key to control the rail deformation is to reduce the vertical deformation of the bridge. (3) The rail deformation can be controlled by reducing the hanging length of beam and vertical stiffness of mortar layer. (4) The research results can provide a theoretical reference for controlling the vertical rail deformation of high-speed railway bridges. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved. 相似文献
139.
Bai H.-F.Liu Q. 《铁道工程学报》2018,(11):9-13
Research purposes: In order to further study the reinforcement of prestressed anchor frame beam in the deep cutting slope under three dimensional strong earthquake, a model of the deep cutting slope is built through FLAC 3D simulation software, the seismic wave to the model from three directions of x,y and z is input, and the dynamic response of the slope is analyzed. Then, the prestressed anchor frame beam reinforcement measures are applied to the model, and this paper analyzes the reinforcement effect of the prestressed anchor frame beam to the deep cutting slope under three dimensional strong earthquake. Research conclusions:(1) The prestressed anchor frame beam has a good effect on restraining the horizontal displacement of the deep cutting slope. (2) Under the three dimensional strong earthquake, the prestressed anchor frame beam has a good effect on the horizontal acceleration and horizontal velocity of the deep cutting slope, which reduces the peak of horizontal acceleration and horizontal velocity. (3) Through the comparison of the response before and after the reinforcement of the prestressed anchor frame beam is given under the 9 degrees three dimensional strong earthquake, it can be concluded that the prestressed anchor frame beam can provide good reinforcement effect to the deep cutting slope. (4) This research can be used for reference to the earthquake resistance of the slope engineering. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved. 相似文献
140.