全文获取类型
收费全文 | 243篇 |
免费 | 7篇 |
专业分类
公路运输 | 71篇 |
综合类 | 87篇 |
水路运输 | 67篇 |
铁路运输 | 16篇 |
综合运输 | 9篇 |
出版年
2024年 | 1篇 |
2023年 | 1篇 |
2022年 | 4篇 |
2021年 | 5篇 |
2020年 | 5篇 |
2019年 | 1篇 |
2018年 | 3篇 |
2017年 | 3篇 |
2016年 | 6篇 |
2015年 | 9篇 |
2014年 | 24篇 |
2013年 | 19篇 |
2012年 | 21篇 |
2011年 | 25篇 |
2010年 | 19篇 |
2009年 | 14篇 |
2008年 | 11篇 |
2007年 | 15篇 |
2006年 | 16篇 |
2005年 | 10篇 |
2004年 | 9篇 |
2003年 | 8篇 |
2002年 | 1篇 |
2001年 | 4篇 |
2000年 | 2篇 |
1999年 | 1篇 |
1998年 | 1篇 |
1997年 | 3篇 |
1995年 | 1篇 |
1989年 | 2篇 |
1988年 | 2篇 |
1986年 | 1篇 |
1985年 | 3篇 |
排序方式: 共有250条查询结果,搜索用时 31 毫秒
1.
To identify the potential relationship between Pheaocystis globosa bloom conditions and seawater properties, a hydrobiological survey was performed in the inshore waters of the Eastern English Channel over the course of the phytoplankton spring bloom. Chlorophyll concentration, auto- and hetero/mixotrophic composition of protists and standing stock, and seawater viscosity were measured weekly from March to June 2004. The decline of the bloom is characterized by a massive foam formation in the turbulent surf zone. Before foam formation, seawater viscosity significantly increased, showing a significant positive correlation with chlorophyll concentration. In contrast, after foam formation this correlation was negative, seawater viscosity kept increasing despite a sharp decrease in chlorophyll concentrations. No significant correlation has been found between seawater viscosity and the composition of the phytoplankton assemblages observed during the survey. However, significant positive correlations have been found between seawater viscosity and both the size and the abundance of P. globosa colonies. From the correlation patterns observed between chlorophyll concentration and seawater viscosity, we suggest that the rheological properties of seawater are mainly driven by extracellular materials associated with colony formation and maintenance rather than by cell composition and standing stock. 相似文献
2.
研究目的:铁路无站台柱雨棚为四周开敞建筑,通常采用钢结构形式,为风敏感结构,本文通过对14个无站台柱雨棚风洞试验的结果进行分析,归纳总结其共性特征,并与现行《建筑结构荷载规范》(GB 50009—2001)进行对比分析,得出无站台柱雨棚风荷载体型系数的一些分布规律,为结构计算提供参考。研究结论:(1)铁路无站台柱雨棚风压系数介于0.1~0.9之间,风吸系数介于-0.3~-2.0之间;(2)试验得出的风压体型系数一般小于《建筑结构荷载规范》(GB 50009—2001)类似参考值,而风吸体型系数两者较为接近;(3)檐口、洞口处的风荷载具有放大效应。 相似文献
3.
4.
注浆是土木、水利和矿山等工程建设中重要的防渗和加固技术。文章基于国内外注浆技术研究文献,总结了水泥等颗粒性浆液的“渗滤效应”及“黏度时空变异性”等理论研究成果,论述了非水反应高聚物、CW环氧树脂和微生物菌液等注浆新材料的应用现状及发展前景,介绍了细观力学数值模拟研究的突破性进展,可为地下工程注浆技术发展提供借鉴和启发作用。 相似文献
5.
6.
7.
8.
9.
This article presents a study on the accuracy of the numerical determination of the friction and pressure resistance coefficients
of ship hulls. The investigation was carried out for the KVLCC2 tanker at model- and full-scale Reynolds numbers. Gravity
waves were neglected, i.e., we adopted the so-called double-model flow. Single-block grids with H–O topology were adopted
for all the calculations. Three eddy viscosity models were employed: the one-equation eddy viscosity and the two-equation
models proposed by Menter and the TNT version of the two-equation k-ω model. Verification exercises were performed in sets of nearly geometrically similar grids with different densities in the
streamwise, normal, and girthwise directions. The friction and pressure resistance coefficients were calculated for different
levels of the iterative error and for computational domains of different size. The results show that on the level of grid
refinement used, it is possible to calculate the viscous resistance coefficients in H–O grids that do not match the ship contour
with a numerical uncertainty of less than 1%. The differences between the predictions of different turbulence models were
larger than the numerical uncertainty; however, these differences tended to decrease with increases in the Reynolds number.
The pressure resistance was remarkably sensitive to domain size and far-field boundary conditions. Either a large domain or
the application of a viscous–inviscid interaction procedure is needed for reliable results.
This work was presented in part at the International Conference on Computational Methods in Marine Engineering—MARINE 2007,
Barcelona, June 3–4, 2007. 相似文献
10.
分体式箱梁桥荷载横向分布系数的设计计算方法 总被引:1,自引:0,他引:1
研究预应力混凝土分体式箱梁桥荷载横向分布系数的设计计算方法,对分体箱梁桥在活载作用下跨中主梁内力的横向分布进行有限元分析,通过与规范中查表法求出的结果相比较,提出2种算法的优缺点以及在实际工程中的应用价值。 相似文献