全文获取类型
收费全文 | 1197篇 |
免费 | 206篇 |
国内免费 | 158篇 |
专业分类
测绘学 | 103篇 |
大气科学 | 172篇 |
地球物理 | 434篇 |
地质学 | 200篇 |
海洋学 | 166篇 |
天文学 | 185篇 |
综合类 | 33篇 |
自然地理 | 268篇 |
出版年
2024年 | 3篇 |
2023年 | 8篇 |
2022年 | 20篇 |
2021年 | 20篇 |
2020年 | 27篇 |
2019年 | 42篇 |
2018年 | 23篇 |
2017年 | 45篇 |
2016年 | 41篇 |
2015年 | 44篇 |
2014年 | 41篇 |
2013年 | 71篇 |
2012年 | 39篇 |
2011年 | 52篇 |
2010年 | 59篇 |
2009年 | 70篇 |
2008年 | 83篇 |
2007年 | 69篇 |
2006年 | 113篇 |
2005年 | 76篇 |
2004年 | 66篇 |
2003年 | 44篇 |
2002年 | 53篇 |
2001年 | 59篇 |
2000年 | 49篇 |
1999年 | 48篇 |
1998年 | 36篇 |
1997年 | 20篇 |
1996年 | 42篇 |
1995年 | 21篇 |
1994年 | 24篇 |
1993年 | 33篇 |
1992年 | 21篇 |
1991年 | 15篇 |
1990年 | 20篇 |
1989年 | 14篇 |
1988年 | 22篇 |
1987年 | 5篇 |
1986年 | 7篇 |
1985年 | 3篇 |
1984年 | 1篇 |
1983年 | 2篇 |
1982年 | 2篇 |
1981年 | 4篇 |
1980年 | 2篇 |
1979年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有1561条查询结果,搜索用时 125 毫秒
51.
借助辅助函数的思想, 采用波函数展开法给出了圆弧形凸起地形中隧洞对入射平面SH波影响问题的一个解析解.数值结果表明,凸起地形中隧洞的存在以及隧洞大小,对凸起地形表面运动,以及凸起地形中的隧洞的动应力集中均具有显著影响. 相似文献
52.
面向全国2000多个台站,应用数值预报产品释用MOS技术制作温度、降水、相对湿度、风、云量及能见度等要素预报,并实现了预报业务运行。通过建立MOS预报系统,表明预报因子和预报对象的处理,建方程前的参数选择以及预报因子的选取都会影响要素预报的质量,需要做大量的细致工作。预报检验结果显示,降水预报尚未达到可用程度,温度和相对湿度的短期预报在大多数情况下是可用的或是可参考的,但还有待进一步改进。降水预报尚需在预报因子和充分运用多种探测信息方面着手加以改进。 相似文献
53.
This study tests the assumption that the characteristics of channels within multiple channel rivers are different from those of single channel rivers. Some river restoration approaches propose radical transformation of river patterns, from multiple to single channels, based on the link between river patterns and their in-channel characteristics. Determining the links between river patterns and their in-channel characteristics is complicated by differences in geology, history, climate and discharge among rivers. Furthermore, multiple channel rivers are composed of a mosaic of channel types with a range of in-channel characteristics. This study minimizes these problems by analysing a single river containing neighbouring single and multiple channel patterns with little change in discharge downstream, and by analysing all channel types. The study addressed two objectives: to determine the hydraulic geometry, energy, and sediment mobility characteristics of neighbouring single and multiple channel river patterns, and to test for statistical differences in these characteristics between patterns. The Renous River shows a wandering pattern for 11.5 km, with multiple channels around semipermanent islands and abandoned channels in the flood plain. The river displays a single channel river pattern where channels are confined by their valley walls, upstream and downstream of wandering. The analysis was conducted at three scales. First, the confined single channel and wandering multiple channel patterns were compared (pattern scale). Second, the confined channel pattern was compared to single and multiple channel sections within the wandering pattern (section scale). Third, all channel types were compared (channel type scale). Multi response permutation procedure (MRPP) and analysis of variance (ANOVA) were used to analyze differences between channels. Difference tests found no simple discrimination between the single and multiple channel river patterns of the Renous River. Tests between the single confined and multiple wandering channel patterns found few differences in the in-channel variables. The tests did find differences between multiple channel sections within the wandering pattern and confined single channels; however, a greater number of differences were found between multiple channel and single channel sections within the wandering pattern, highlighting the variability within the wandering pattern. Two groups emerged when all channel types were tested for differences: perennial main-channels containing the thalweg, and ephemeral side-channels. Therefore, side-channels define the in-channel characteristics of wandering rivers because few differences were found among main-channels in either pattern. This analysis suggests that all channel types, not just main-channels, should be investigated to obtain a complete picture of a river pattern prior to any restoration efforts. Engineers must exercise caution when applying the link between river patterns and in-channel characteristics to river restoration efforts. 相似文献
54.
Imaging the Dead Sea Transform with scattered seismic waves 总被引:2,自引:0,他引:2
55.
56.
Green''''s functions for uniformly distributed loads acting on an inclined line in a poroelastic layered site 总被引:4,自引:0,他引:4
Based on one type of practical Biot's equation and the dynamic-stiffness matrices of a poroelastic soil layer and half-space, Green's functions were derived for uniformly distributed loads acting on an inclined line in a poroelastic layered site. This analysis overcomes significant problems in wave scattering due to local soil conditions and dynamic soil-structure interaction. The Green's functions can be reduced to the case of an elastic layered site developed by Wolf in 1985. Parametric studies are then carried out through two example problems. 相似文献
57.
On the basis of Biot dynamic theory, an analytic solution of two-dimensional scattering and diffraction of plane SV waves by circular cylindrical canyons in a half space of saturated porous media is presented in this paper for the first time. The solution is obtained by employing the Fourier–Bessel series expansion technique. Parametric studies had been carried out, which includes: the angle of incidence, the frequency of the incident SV wave, the porosity of saturated porous medium and the stiffness and Poisson's ratio of the solid-skeleton. All the outcomes are useful for the seismic analysis of the surface topography conditions. 相似文献
58.
A dataset of 21 study reaches in the Porter and Kowai rivers (eastern side of the South Island), and 13 study reaches in Camp Creek and adjacent catchments (western side of the South Island) was used to examine downstream hydraulic geometry of mountain streams in New Zealand. Streams in the eastern and western regions both exhibit well-developed downstream hydraulic geometry, as indicated by strong correlations between channel top width, bankfull depth, mean velocity, and bankfull discharge. Exponents for the hydraulic geometry relations are similar to average values for rivers worldwide. Factors such as colluvial sediment input to the channels, colluvial processes along the channels, tectonic uplift, and discontinuous bedrock exposure along the channels might be expected to complicate adjustment of channel geometry to downstream increases in discharge. The presence of well-developed downstream hydraulic geometry relations despite these complicating factors is interpreted to indicate that the ratio of hydraulic driving forces to substrate resisting forces is sufficiently large to permit channel adjustment to relatively frequent discharges. 相似文献
59.
60.
Sensitivity kernels for finite-frequency surface waves 总被引:1,自引:1,他引:1