全文获取类型
收费全文 | 2621篇 |
免费 | 288篇 |
国内免费 | 383篇 |
专业分类
测绘学 | 1244篇 |
大气科学 | 551篇 |
地球物理 | 365篇 |
地质学 | 397篇 |
海洋学 | 249篇 |
天文学 | 63篇 |
综合类 | 315篇 |
自然地理 | 108篇 |
出版年
2024年 | 4篇 |
2023年 | 19篇 |
2022年 | 42篇 |
2021年 | 69篇 |
2020年 | 95篇 |
2019年 | 87篇 |
2018年 | 68篇 |
2017年 | 117篇 |
2016年 | 136篇 |
2015年 | 148篇 |
2014年 | 159篇 |
2013年 | 205篇 |
2012年 | 183篇 |
2011年 | 213篇 |
2010年 | 147篇 |
2009年 | 163篇 |
2008年 | 150篇 |
2007年 | 181篇 |
2006年 | 173篇 |
2005年 | 134篇 |
2004年 | 103篇 |
2003年 | 84篇 |
2002年 | 79篇 |
2001年 | 69篇 |
2000年 | 44篇 |
1999年 | 43篇 |
1998年 | 82篇 |
1997年 | 50篇 |
1996年 | 44篇 |
1995年 | 35篇 |
1994年 | 31篇 |
1993年 | 24篇 |
1992年 | 24篇 |
1991年 | 14篇 |
1990年 | 16篇 |
1989年 | 18篇 |
1988年 | 10篇 |
1987年 | 8篇 |
1986年 | 7篇 |
1985年 | 3篇 |
1984年 | 6篇 |
1982年 | 2篇 |
1981年 | 1篇 |
1980年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有3292条查询结果,搜索用时 15 毫秒
951.
舒宁 《武汉大学学报(信息科学版)》1988,(3)
本文论述了利用共线方程对空间实验室影象实施数字几何纠正的理论依据、数据准备、外方位元素解求过程中参量的确定及锚点纠正法的可行性和纠正精度,提出了纠正过程中几个必须注意的环节,以提高精度,缩短机时。同时还介绍了自编软件包的组成。 相似文献
952.
当法方程的系数矩阵呈病态时,平差参数的统计性质就要变坏。为改善最小二乘估计,本文介绍岭估计和压缩估计,在一定条件下,岭估计和压缩估计的均方误差要小于最小二乘估计的均方误差。本文提出了各种求岭系数和压缩系数的方法,并对它们的使用提出了一些意见。 相似文献
953.
Yves T. Prairie 《Aquatic Sciences - Research Across Boundaries》1989,51(3):192-210
The empirical adequacy of four phosphorus mass-balance models is evaluated with respect to how the prediction error variance of the corresponding net sedimentation parameters is propagated in the steadystate equations. Using the criterion of minimum propagation error variance (PEV), different groups of lakes can be distinguished for which different empirical equations are used to predict net phosphorus sedimentation. The classification reduced prediction error significantly and also reflected different patterns of sedimentation. Application of this criterion to time-series of individual lakes shows that it is possible to determine a priori whether net annual sedimentation will be better correlated to the annual loading or to the lake content. The correlations depended also on the load/lake content ratio, suggesting that net sedimentation is best viewed as the sum of the partial sedimentation of the load and of the partial sedimentation of the lake content. On average, 25% of the load and 18% of the lake content are sedimented annually. Viewing net phosphorus sedimentation as a function of both the load and the lake content can also explain and predict the well-known cross-sectional correlation between phosphorus retention and water residence time. 相似文献
954.
955.
Summary Sources of error are investigated for a two-dimensional finite difference computer program designed to model strata deformation. The program calculates the displacements of a mesh of mass points, by the iterative solution of equations of equilibrium for the stresses acting on each mass point. The effect of errors on both displacement estimates and stress estimates is considered.Round-off errors are discussed analytically, while the effect of choosing too coarse a mesh density is demonstrated by comparison of two runs of the program with identical material properties, but different mesh densities. The influence of boundary conditions and the result of incomplete relaxation of the finite difference equations is estimated by comparison with Kirsch's analytical solution for a thin plate of finite width with a circular hole under unidimensional load.As a result of the analysis, estimators for stresses and displacements are derived, which make allowance for some of the sources of error; suitable boundary conditions for first and subsequent runs of the program are proposed; and a convergence criterion for the iterative process is suggested. These results are then applied to simulations of mining situations, together with various refinements of the basic model, such as separation and slip between adjacent strata, and an allowance for failure of material. 相似文献
956.
Estimating Variogram Uncertainty 总被引:10,自引:0,他引:10
The variogram is central to any geostatistical survey, but the precision of a variogram estimated from sample data by the method of moments is unknown. It is important to be able to quantify variogram uncertainty to ensure that the variogram estimate is sufficiently accurate for kriging. In previous studies theoretical expressions have been derived to approximate uncertainty in both estimates of the experimental variogram and fitted variogram models. These expressions rely upon various statistical assumptions about the data and are largely untested. They express variogram uncertainty as functions of the sampling positions and the underlying variogram. Thus the expressions can be used to design efficient sampling schemes for estimating a particular variogram. Extensive simulation tests show that for a Gaussian variable with a known variogram, the expression for the uncertainty of the experimental variogram estimate is accurate. In practice however, the variogram of the variable is unknown and the fitted variogram model must be used instead. For sampling schemes of 100 points or more this has only a small effect on the accuracy of the uncertainty estimate. The theoretical expressions for the uncertainty of fitted variogram models generally overestimate the precision of fitted parameters. The uncertainty of the fitted parameters can be determined more accurately by simulating multiple experimental variograms and fitting variogram models to these. The tests emphasize the importance of distinguishing between the variogram of the field being surveyed and the variogram of the random process which generated the field. These variograms are not necessarily identical. Most studies of variogram uncertainty describe the uncertainty associated with the variogram of the random process. Generally however, it is the variogram of the field being surveyed which is of interest. For intensive sampling schemes, estimates of the field variogram are significantly more precise than estimates of the random process variogram. It is important, when designing efficient sampling schemes or fitting variogram models, that the appropriate expression for variogram uncertainty is applied. 相似文献
957.
958.
959.
InSAR系列讲座5:InSAR系统中的误差传播 总被引:3,自引:0,他引:3
作为InSAR系列讲座的第五篇,本文介绍InSAR高程与形变测量中的误差来源,对主要误差源(干涉相位、基线参数和地形数据)推导出误差传播模型。此外,还将讨论地形数据误差对干涉形变测量的影响。 相似文献
960.