全文获取类型
收费全文 | 326篇 |
免费 | 0篇 |
专业分类
公路运输 | 81篇 |
综合类 | 50篇 |
水路运输 | 123篇 |
铁路运输 | 56篇 |
综合运输 | 16篇 |
出版年
2023年 | 4篇 |
2022年 | 4篇 |
2021年 | 17篇 |
2020年 | 14篇 |
2019年 | 9篇 |
2018年 | 8篇 |
2017年 | 11篇 |
2016年 | 15篇 |
2015年 | 13篇 |
2014年 | 27篇 |
2013年 | 16篇 |
2012年 | 21篇 |
2011年 | 27篇 |
2010年 | 15篇 |
2009年 | 15篇 |
2008年 | 13篇 |
2007年 | 19篇 |
2006年 | 22篇 |
2005年 | 9篇 |
2004年 | 9篇 |
2003年 | 4篇 |
2002年 | 4篇 |
2001年 | 8篇 |
2000年 | 6篇 |
1999年 | 7篇 |
1998年 | 1篇 |
1997年 | 2篇 |
1996年 | 3篇 |
1994年 | 2篇 |
1984年 | 1篇 |
排序方式: 共有326条查询结果,搜索用时 12 毫秒
51.
董天文 《辽宁省交通高等专科学校学报》2013,(5):14-16
复杂场地条件、高承载、异型结构、超长、复合材料等的桩基础发展趋势,使得桩基础极限荷载准确确定愈发重要,实现传统手段的桩基础极限荷载确定方法也面临较大困难。文中分析了原位试验方法、经验公式方法和数值仿真试验方法的三类共9种确定方法的优缺点和适用条件,表明依据桩基础特性选用适当的极限荷载确定方法的重要性,且加强使用数值仿真计算方法辅助试验手段,降低试验检测成本,将对工程建设经济性、安全性意义重大。 相似文献
52.
53.
对普通混凝土与聚丙烯纤维网混凝土进行了试验研究,得出了不同聚丙烯纤维网掺量的混凝土的强度、耐磨性、抗渗性、弯曲韧性的变化规律,并对聚丙烯纤维网的改性机理进行了分析,指出了聚丙烯纤维网混凝土的广阔的应用前景. 相似文献
54.
55.
56.
57.
为了使现代车身满足众多要求,保证非常好的静态和动态刚度,使整车具备良好的行驶性能,文章主要介绍了主流德系车白车身中具有代表性的覆盖件与结构件所用材料,及其在白车身的制造工艺和碰撞等性能中的作用和优缺点。指出未来铝镁合金将在车身材料的构成中占主导地位,车身材料必将沿着更环保、更经济、更高强度及更加轻量化的方向发展。 相似文献
58.
59.
This paper is the first of two companion papers concerning the ultimate hull girder strength of container ships subjected to combined hogging moment and bottom local loads. In the midship part of container ships, upward bottom local loads are usually larger than the downward ones. This leads to the increase of biaxial compression in the outer bottom plating and the reduction of the ultimate hull girder strength in the hogging condition. In this Part 1, the collapse behavior and ultimate strength of container ships under combined hogging moment and bottom local loads are analyzed using nonlinear finite element method. Buckling collapse behavior of bottom stiffened panels during the progressive collapse of a hull girder is closely investigated. It has been found that major factors of the reduction of ultimate hogging strength due to bottom local loads are (1) the increase of the longitudinal compression in the outer bottom and (2) the reduction of the effectiveness of the inner bottom, which is on the tension side of local bending of the double bottom. The obtained results will be utilized in the Part 2 paper to develop a simplified method of progressive collapse analysis of container ships under combined hogging moment and bottom local loads. 相似文献
60.
Loads from storm waves can in some cases be dimensioning for offshore wind turbine substructures. Accurate determination of nonlinear wave loads is therefore important for a safe, yet economic design. In this paper, the fully nonlinear waves, realized by a fully nonlinear potential wave solver OceanWave3D, are incorporated into coupled aero-servo-hydro-elastic simulations for a reduced set of wave-sensitive design load cases, in comparison with the widely used linear and constrained waves. The coupled aero-elastic simulations are performed for the DTU 10 MW reference wind turbine on a large monopile at 33 m water depth using the aero-elastic code HAWC2. Effect of the wave nonlinearity is investigated in terms of the ultimate sectional moments at tower bottom and monopile mudline. Higher ultimate moments, 5% at tower bottom and 13% at monopile mudline as maximum, are predicated when the nonlinear waves are used. It could be explained by the fact that the extreme nonlinear waves, that are close to the breaking limit, can induce resonant ringing-type responses, and hereby dominate the ultimate load responses. However, the constrained wave approach shows marginal difference compared to the standard linear wave approach. It can be concluded at least for the present configuration that the industry standard approaches (linear and constrained wave approach) underestimate the ultimate load responses on offshore wind turbines in severe sea states. 相似文献