全文获取类型
收费全文 | 832篇 |
免费 | 48篇 |
专业分类
公路运输 | 292篇 |
综合类 | 216篇 |
水路运输 | 281篇 |
铁路运输 | 83篇 |
综合运输 | 8篇 |
出版年
2024年 | 5篇 |
2023年 | 9篇 |
2022年 | 16篇 |
2021年 | 43篇 |
2020年 | 39篇 |
2019年 | 22篇 |
2018年 | 9篇 |
2017年 | 25篇 |
2016年 | 19篇 |
2015年 | 32篇 |
2014年 | 63篇 |
2013年 | 37篇 |
2012年 | 82篇 |
2011年 | 74篇 |
2010年 | 61篇 |
2009年 | 36篇 |
2008年 | 45篇 |
2007年 | 59篇 |
2006年 | 55篇 |
2005年 | 42篇 |
2004年 | 21篇 |
2003年 | 19篇 |
2002年 | 11篇 |
2001年 | 12篇 |
2000年 | 8篇 |
1999年 | 3篇 |
1998年 | 2篇 |
1997年 | 7篇 |
1996年 | 4篇 |
1995年 | 1篇 |
1994年 | 2篇 |
1993年 | 3篇 |
1992年 | 3篇 |
1991年 | 1篇 |
1990年 | 1篇 |
1989年 | 4篇 |
1988年 | 4篇 |
1984年 | 1篇 |
排序方式: 共有880条查询结果,搜索用时 15 毫秒
221.
《铁道标准设计通讯》2015,(9):136-140
针对盾构隧道横向刚度有效率取值及其影响因素,借助有限元软件建立三维壳-弹簧模型,计算综合考虑错缝拼装与地层抗力作用下的横向刚度有效率,探讨不同错缝拼装角度和地层抗力系数对隧道横向刚度有效率的影响。结果表明:典型珠三角地区错缝拼装时的横向刚度有效率为0.75,较通缝拼装0.65增加了15%。横向刚度有效率随着错缝角度的增大而增大,当错缝角度超过45°时,刚度有效率的变化趋于稳定。横向刚度有效率随着地基反力系数的增大,呈现线性增长趋势。 相似文献
222.
223.
本文分析了某自卸车横拉杆的受力,通过计算横拉杆的临界力以及受到的最大压力,校核其安全系数,进而指出使用环境恶劣是横拉杆弯曲变形的重要原因。 相似文献
224.
Pacejka's Magic Formula Tyre Model is widely used to represent force and moment characteristics in vehicle simulation studies meant to improve handling behaviour during steady-state cornering. The experimental technique required to determine this tyre model parameters is fairly involved and highly sophisticated. Also, total test facilities are not available in most countries. As force and moment characteristics are affected by tyre design attributes and tread patterns, manufacturing of separate tyres for each design alternative affects tyre development cycle time and economics significantly. The objective of this work is to identify the interactions among various tyre design attributes-cum-operating conditions and the Magic Formula coefficients. This objective is achieved by eliminating actual prototyping of tyres for various design alternatives as well as total experimentation on each tyre through simulation using finite element analysis. Mixed Lagrangian–Eulerian finite element technique, a specialized technique in ABAQUS, is used to simulate the steady-state cornering behaviour; it is also efficient and cost-effective. Predicted force and moment characteristics are represented as Magic Formula Tyre Model parameters through non-linear least-squares fit using MATLAB. Issues involved in the Magic Formula Tyre Model representation are also discussed. A detailed analysis is made to understand the influence of various design attributes and operating conditions on the Magic Formula parameters. Tread pattern, tread material properties, belt angle, inflation pressure, frictional behaviour at the tyre–road contact interface and their interactions are found to significantly influence vehicle-handling characteristics. 相似文献
225.
226.
227.
利用标准正态化转换多项式方法(SNTP)进行边坡可靠度分析,建立了精确的SNTP,并经过算例进行了验证;通过修正SNTP对高阶矩法进行了改进,利用边坡可靠度分析验证了其准确性和应用性。 相似文献
228.
在直立式防波堤的抗滑、抗倾可靠度分析中,通常将结构与基床间的摩擦系数f,直立式防波堤在水中的重力G及其引起的稳定力矩MG均作为定值处理,而忽略三者的变动对可靠度的影响。以秦皇岛港燃料油基地的直立式防波堤为例,采用JC法、映射变换法及Monte Carlo模拟3种方法分别计算了摩擦系数f,自重G及其引起的稳定力矩MG作为定值和变量时直立式防波堤抗滑、抗倾的可靠性指标。结果表明:将摩擦系数f,自重G及其引起的稳定力矩MG均作为变量处理,得到的可靠性指标更精确、更符合实际情况;摩擦系数f的变动对直立式防波堤的可靠度影响较小,而自重G及其引起的稳定力矩MG二者的变动对直立式防波堤的可靠度影响较大。 相似文献
229.
230.
Existing rule scantling formulae of plate members are based on conventional plastic design theory, and do not necessarily reflect complicated plate bending phenomena under axial loads. In this study, we first formulated the effect of axial load on the fully plastic moment based on the von Mises yield criterion for longitudinally stiffened plate in addition to the well-known formula for transversely stiffened plate. In addition, we derived a theoretical formulation of the lateral pressure corresponding to 2-point hinge and 3-point hinge formation taking account of the effect of the additional lateral force due to the axial loads on the deflected plating, using a simple plate strip bending model assuming a long plate with a large aspect ratio.Then, a series of elastic-plastic FE analyses was carried out to verify the structural behavior and the effect of axial load on the plate plastic bending strength. The plate strength was evaluated based on the residual deflection criteria of two cases (0.26 mm and 4.0 mm), and the results were compared with the theoretical derivation. As a result, it was found that assumption of linear strength reduction to the axial stress can cover the transversely stiffened plate under compressive axial stress conservatively. As to the transversely stiffened plate under tensile axial stress and the longitudinally stiffened plate, the strength reduction was in accordance with the reduction in the fully plastic moment based on the von Mises yield criterion in the conservative side. Finally, based on the findings, the required plate thickness coefficients were proposed on an empirical basis both for transversely and longitudinally stiffened plate under compressive and tensile axial loads. 相似文献