全文获取类型
| 收费全文 | 3376篇 |
| 免费 | 529篇 |
| 国内免费 | 503篇 |
专业分类
| 测绘学 | 802篇 |
| 大气科学 | 749篇 |
| 地球物理 | 599篇 |
| 地质学 | 762篇 |
| 海洋学 | 409篇 |
| 天文学 | 98篇 |
| 综合类 | 257篇 |
| 自然地理 | 732篇 |
出版年
| 2024年 | 21篇 |
| 2023年 | 51篇 |
| 2022年 | 143篇 |
| 2021年 | 175篇 |
| 2020年 | 151篇 |
| 2019年 | 194篇 |
| 2018年 | 147篇 |
| 2017年 | 205篇 |
| 2016年 | 194篇 |
| 2015年 | 214篇 |
| 2014年 | 223篇 |
| 2013年 | 288篇 |
| 2012年 | 219篇 |
| 2011年 | 191篇 |
| 2010年 | 153篇 |
| 2009年 | 192篇 |
| 2008年 | 183篇 |
| 2007年 | 186篇 |
| 2006年 | 189篇 |
| 2005年 | 153篇 |
| 2004年 | 145篇 |
| 2003年 | 127篇 |
| 2002年 | 114篇 |
| 2001年 | 93篇 |
| 2000年 | 76篇 |
| 1999年 | 61篇 |
| 1998年 | 52篇 |
| 1997年 | 68篇 |
| 1996年 | 51篇 |
| 1995年 | 33篇 |
| 1994年 | 30篇 |
| 1993年 | 14篇 |
| 1992年 | 23篇 |
| 1991年 | 9篇 |
| 1990年 | 8篇 |
| 1989年 | 7篇 |
| 1988年 | 9篇 |
| 1987年 | 2篇 |
| 1986年 | 2篇 |
| 1984年 | 4篇 |
| 1983年 | 3篇 |
| 1982年 | 3篇 |
| 1978年 | 1篇 |
| 1954年 | 1篇 |
排序方式： 共有4408条查询结果，搜索用时 609 毫秒
71.
对不同的小波变换算法和小波基函数进行了研究，得到了适用于地震资料处理的最佳小波基函数，并用Visual C 语言开发了基于Windows操作平台下的地震资料小波剖面制作系统。利用小波剖面制作系统和最佳小波基函数对煤田实际地震资料进行了处理，取得了令人满意的地质效果。 相似文献
72.
顾及地块时空特点的地籍数据组织及查询 总被引：2，自引：0，他引：2
通过分析地块变更的时空变化过程，总结出具有父子关系的时态地块的空间相交性和时间相接性特点，归纳出查询这种关系的约束条件。利用扩展时空复合模型和元组时区标记，借助于变更地块的约束条件，设计出查询变更地块的时态链算法。 相似文献
73.
在国家气象中心业务运行的有限区球面均匀网格模式的基础上设计了一个有限区变网格模式。使预报的窗口区设计为均匀细网格0.5°，而窗口区以外则以0.1°经纬度均匀向外递增。采用廖洞贤1995年提出的坐标变换方法，变网格中的模式方程可以在相应的均匀网格上进行计算。利用实际资料对绝热模式进行了变网格与全场均匀细网格0.5°的对比试验。3个个例的试验结果表明:对窗口区变网格模式预报几乎与全场均匀细网格模式预报水平相当。但由于窗口区外网格点数减少而所用计算机时（CPU）节省了一半以上。 相似文献
74.
文章设计了一个以均匀网格差分模式为基础的全球变网格多层原始方程差分模式。还证明了如果前者满足了一定条件，从而具有质量与能量守恒性质以及与连续情况一致的动能、位能和表面位能之间的转换关系，则变网格模式也同样具有。而且，把前者改变为后者增加的运算量很小，也非常方便。 相似文献
75.
76.
第四纪时期，黄土高原粉尘物质的搬运、沉积及其后的成土过程受控于干湿气候的变化。对黄土高原这一特定地区而言，风成沉积序列在地域上的差异主要与东亚地区的季风环流在时间和空间上的变化有关。本文的研究揭示出，近１３万年里，最为显著的成壤期有６期，与这６个成壤期对应的时段也应当是夏季风环流加强、气候温湿的时期；在空间上，全新世适宜期及末次间冰期中与深海氧同位素阶段５ａ，５ｃ，５ｅ对应的时期，夏季风足可以深入到毛乌素沙漠腹地，并具有占优势的环境效应。在阶段３的早、晚期及５ｂ时期夏季风虽然也能深入沙漠－黄土边界带，但其环境效应在黄土高原北部及毛乌素沙漠南缘已不再显著。在阶段２、阶段４及阶段３的中期夏季风已不能深入沙漠－黄土边界带。 相似文献
77.
There have been several claims that seismic shear waves respond to changes in stress before earthquakes. The companion paper develops a stress-sensitive model (APE) for the behaviour of low-porosity low-permeability crystalline rocks containing pervasive distributions of fluid-filled intergranular microcracks, and this paper uses APE to model the behaviour before earthquakes. Modelling with APE shows that the microgeometry and statistics of distributions of such fluid-filled microcracks respond almost immediately to changes in stress, and that the behaviour can be monitored by analysing seismic shear-wave splitting. The physical reasons for the coupling between shear-wave splitting and differential stress are discussed.
In this paper, we extend the model by using percolation theory to show that large crack densities are limited at the grain-scale level by the percolation threshold at which interacting crack clusters lead to pronounced increases in rock-matrix permeability. In the simplest formulation, the modelling is dimensionless and almost entirely constrained without free parameters. Nevertheless, APE modelling of the evolution of fluid-saturated rocks under stress reproduces the observed fracture criticality and the narrow range of shear-wave azimuthal anisotropy in crustal rocks. It also reproduces the behaviour of temporal variations in shear-wave splitting observed before and after the 1986, M = 6, North Palm Springs earthquake, Southern California, and several other smaller earthquakes.
The agreement of APE modelling with a wide range of observations confirms that fluid-saturated crystalline rocks are stress-sensitive and respond to changes in stress by critical fluid-rock interactions at the microscale level. This means that the effects of changes in stress and other parameters can be numerically modelled and monitored by appropriate observations of seismic shear waves. 相似文献
In this paper, we extend the model by using percolation theory to show that large crack densities are limited at the grain-scale level by the percolation threshold at which interacting crack clusters lead to pronounced increases in rock-matrix permeability. In the simplest formulation, the modelling is dimensionless and almost entirely constrained without free parameters. Nevertheless, APE modelling of the evolution of fluid-saturated rocks under stress reproduces the observed fracture criticality and the narrow range of shear-wave azimuthal anisotropy in crustal rocks. It also reproduces the behaviour of temporal variations in shear-wave splitting observed before and after the 1986, M = 6, North Palm Springs earthquake, Southern California, and several other smaller earthquakes.
The agreement of APE modelling with a wide range of observations confirms that fluid-saturated crystalline rocks are stress-sensitive and respond to changes in stress by critical fluid-rock interactions at the microscale level. This means that the effects of changes in stress and other parameters can be numerically modelled and monitored by appropriate observations of seismic shear waves. 相似文献
78.
This paper investigates the role of housing age in constraining residential mobility, measured as the percent of households that have moved into their homes in the past 15 months. The leading explanation for why mobility rates differ so much among regions of the United States has been the overall level of growth. The present analysis shows that the growth effect operates through both the newness of population (migration) and the newness of housing available for occupancy by all local residents. The posited explanation for this housing age effect is that progressively older units contain increasingly settled occupants, yielding fewer opportunities for in-movers in areas with older housing. It is empirically demonstrated that households in older housing have lower likelihood of recent mobility even after controlling for age, tenure, migration status, and state location of residence. The analysis reveals the temporal interdependency of mobility, migration, person age, and housing age. 相似文献
79.
Shear-wave anisotropy: spatial and temporal variations in time delays at Parkfield, Central California 总被引：4，自引：0，他引：4
Shear-wave splitting is analysed on data recorded by the High Resolution Seismic Network (HRSN) at Parkfield on the San Andreas fault, Central California, during the three-year period 1988-1990. Shear-wave polarizations either side of the fault are generally aligned in directions consistent with the regional horizontal maximum compressive stress, at some 70° to the fault strike, whereas at station MM in the immediate fault zone, shear-wave polarizations are aligned approximately parallel to the fault. Normalized time delays at this station are found to be about twice as large as those in the rock mass either side. This suggests that fluid-filled cracks and fractures within the fault zone are elastically or seismically different from those in the surrounding rocks, and that the alignment of fault-parallel shear-wave polarizations are associated with some fault-specific phenomenon.
Temporal variations in time delays between the two split shear-waves before and after a ML = 4 earthquake can be identified at two stations with sufficient data: MM within the fault zone and VC outside the immediate fault zone. Time delays between faster and slower split shear waves increase before the ML = 4 earthquake and decrease near the time of the event. The temporal variations are statistically significant at 68 per cent confidence levels. Earthquake doublets and multiplets also show similar temporal variations, consistent with those predicted by anisotropic poroelasticity theory for stress modifications to the microcrack geometry pervading the rock mass. This study is broadly consistent with the behaviour observed before three other earthquakes, suggesting that the build-up of stress before earthquakes may be monitored and interpreted by the analysis of shear-wave splitting. 相似文献
Temporal variations in time delays between the two split shear-waves before and after a M
80.
Gerard T. Schuster 《Geophysical Journal International》1996,127(2):427-440