全文获取类型
收费全文 | 2111篇 |
免费 | 185篇 |
专业分类
公路运输 | 281篇 |
综合类 | 358篇 |
水路运输 | 1440篇 |
铁路运输 | 174篇 |
综合运输 | 43篇 |
出版年
2024年 | 3篇 |
2023年 | 29篇 |
2022年 | 33篇 |
2021年 | 45篇 |
2020年 | 83篇 |
2019年 | 64篇 |
2018年 | 54篇 |
2017年 | 89篇 |
2016年 | 93篇 |
2015年 | 129篇 |
2014年 | 157篇 |
2013年 | 136篇 |
2012年 | 175篇 |
2011年 | 169篇 |
2010年 | 136篇 |
2009年 | 115篇 |
2008年 | 114篇 |
2007年 | 167篇 |
2006年 | 157篇 |
2005年 | 94篇 |
2004年 | 55篇 |
2003年 | 37篇 |
2002年 | 27篇 |
2001年 | 21篇 |
2000年 | 15篇 |
1999年 | 13篇 |
1998年 | 10篇 |
1997年 | 13篇 |
1996年 | 7篇 |
1995年 | 6篇 |
1994年 | 11篇 |
1993年 | 9篇 |
1992年 | 5篇 |
1991年 | 2篇 |
1990年 | 7篇 |
1989年 | 6篇 |
1988年 | 1篇 |
1986年 | 3篇 |
1985年 | 3篇 |
1984年 | 3篇 |
排序方式: 共有2296条查询结果,搜索用时 15 毫秒
101.
Khanh Toan Dam Katsutoshi Tanimoto Eldina Fatimah 《Journal of Marine Science and Technology》2008,13(3):223-230
This paper presents a discussion of the characteristics of ship waves in a narrow channel restricted by vertical walls, based
on observed data and the results computed by a 2-D model. In the numerical model, the propagation of waves generated by a
moving ship is simulated by solving 2-D depth-integrated Boussinesq equations. To get the boundary conditions at the location
of the ship, the slender-ship approximation is employed. A field observation was carried out at a straight length of navigation
channel. The ships targeted in the observations are two kinds of waterbuses with lengths of 28 and 24 m. The relative depth
Froude number for the river current, an appropriate parameter for assessing the influence of the current on ship wave characteristics
in a navigation channel, ranged from 0.47 to 0.76. The observed maximum wave height varied between 0.13 and 1.26 m. The maximum
wave height of the wave train is sharply increased when the relative depth Froude number exceeds 0.6. The results computed
by the present model agree fairly well with the observed data. 相似文献
102.
103.
104.
地铁车站结构截面控制内力计算分析 总被引:3,自引:0,他引:3
王敏 《现代城市轨道交通》2013,(3):72-75
目前,在地铁车站结构设计中,一般采用将荷载满布到结构模型进行内力分析,并未考虑不同活载布置对结构内力的影响,从而导致部分截面设计存在安全隐患。文章以成都地铁3号线一期工程红牌楼南站结构模型为例,运用MIDASGEN有限元分析软件对不同活载布置下结构的内力进行比较,得出地铁车站各截面控制内力所对应的活载布置,为地铁车站结构设计提供借鉴。 相似文献
105.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(3):247-258
Dynamic train–track interaction is more complex in railway turnouts (switches and crossings) than that in ordinary tangent or curved tracks. Multiple contacts between wheel and rail are common, and severe impact loads with broad frequency contents are induced, when nominal wheel–rail contact conditions are disturbed because of the continuous variation in rail profiles and the discontinuities in the crossing panel. The absence of transition curves at the entry and exit of the turnout, and the cant deficiency, leads to large wheel–rail contact forces and passenger discomfort when the train is switching into the turnout track. Two alternative multibody system (MBS) models of dynamic interaction between train and a standard turnout design are developed. The first model is derived using a commercial MBS software. The second model is based on a multibody dynamics formulation, which may account for the structural flexibility of train and track components (based on finite element models and coordinate reduction methods). The variation in rail profile is accounted for by sampling the cross-section of each rail at several positions along the turnout. Contact between the back of the wheel flange and the check rail, when the wheelset is steered through the crossing, is considered. Good agreement in results from the two models is observed when the track model is taken as rigid. 相似文献
106.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(5):551-574
The paper proposes a mathematical model of train–turnout interaction in the mid-frequency range (0–500 Hz). The model accounts for the effects of rail profile variation along the track and of local variation of track flexibility. The proposed approach is able to represent the condition of one wheel being simultaneously in contact with more than one rail, allowing the accurate prediction of the effect of wheels being transferred from one rail to another when passing over the switch toe and the crossing nose. Comprehensive results of train–turnout interaction during the negotiation of the main and the branch lines are presented, including the effect of wear of wheel/rail profiles and presence of track misalignment. In the final part of the paper, comparisons are performed between the results of numerical simulations and line measurements performed on two different turnouts for urban railway lines, showing a good agreement between experimental and numerical results. 相似文献
107.
108.
采用国内研制的高速列车通过隧道时压力波计算程序,模拟了特定隧道条件下CRH3动车组单车隧道压力波的基本特性,给出了隧道内、车头车尾处的压力波分布情况,以及对应车内处3 s内最大压差值等随车速变化的规律。同时,比较了动车组在德国和我国隧道条件下压力波的异同点。 相似文献
109.
Makoto Sueyoshi Masashi Kashiwagi Shigeru Naito 《Journal of Marine Science and Technology》2008,13(2):85-94
The moving particle semi-implicit (MPS) method was applied to compute nonlinear motions of a floating body influenced by the
water on deck. To compute the motions of a rigid body, the fluid pressure at the position of each particle on the body surface
was directly integrated in space and the equations of translational and rotational motions were integrated in time to determine
the correct position of the rigid-body surface at each time step of the time-domain calculation. The performance of this method
was validated through a comparison with measured results in an experiment that was newly conducted using a model of a box-shaped
floating body with a small freeboard. Although the overall agreement was good, some discrepancies were observed for a shorter
wave period, especially for the drift motion in sway. The effect of numerical resolution on the results was checked by changing
the number of particles. With a higher number of particles, no obvious improvement was seen in the global body motions, but
the resolution of the local free-surface profile, including the water on deck, was improved. 相似文献
110.