全文获取类型
收费全文 | 4547篇 |
免费 | 1044篇 |
国内免费 | 1454篇 |
专业分类
测绘学 | 243篇 |
大气科学 | 578篇 |
地球物理 | 2053篇 |
地质学 | 2706篇 |
海洋学 | 735篇 |
天文学 | 135篇 |
综合类 | 304篇 |
自然地理 | 291篇 |
出版年
2024年 | 16篇 |
2023年 | 49篇 |
2022年 | 120篇 |
2021年 | 134篇 |
2020年 | 202篇 |
2019年 | 230篇 |
2018年 | 227篇 |
2017年 | 181篇 |
2016年 | 219篇 |
2015年 | 249篇 |
2014年 | 272篇 |
2013年 | 345篇 |
2012年 | 330篇 |
2011年 | 347篇 |
2010年 | 289篇 |
2009年 | 343篇 |
2008年 | 341篇 |
2007年 | 382篇 |
2006年 | 386篇 |
2005年 | 323篇 |
2004年 | 289篇 |
2003年 | 222篇 |
2002年 | 209篇 |
2001年 | 164篇 |
2000年 | 163篇 |
1999年 | 157篇 |
1998年 | 151篇 |
1997年 | 126篇 |
1996年 | 115篇 |
1995年 | 83篇 |
1994年 | 86篇 |
1993年 | 86篇 |
1992年 | 59篇 |
1991年 | 32篇 |
1990年 | 20篇 |
1989年 | 23篇 |
1988年 | 21篇 |
1987年 | 22篇 |
1986年 | 8篇 |
1985年 | 4篇 |
1984年 | 4篇 |
1983年 | 4篇 |
1981年 | 2篇 |
1980年 | 3篇 |
1979年 | 3篇 |
1976年 | 1篇 |
1972年 | 2篇 |
1954年 | 1篇 |
排序方式: 共有7045条查询结果,搜索用时 531 毫秒
171.
增量位移反分析在水电地下洞室工程中的应用 总被引:2,自引:1,他引:2
反分析是确定计算模型参数的有效方法.通常多采用量测所得全量位移进行反演计算.但地下工程中许多量测数据为增量位移,且实际施工过程可以通过建立分步开挖的有限元模型来模拟.据此,结合某水电站地下洞室工程中地下厂房的开挖,建立了模拟动态施工的有限元模型,利用某一开挖步施工前后量测值之差,采用增量位移优化反分析方法对洞室附近初始地应力场及围岩弹性模量进行了反演.计算所得增量位移与实测值符合较好,表明了这种方法的可行性.同时,根据分析结果对该方法进行了评价. 相似文献
172.
A Physical and Numerical Investigation on the Stability of Shallow Tunnels in Strain Softening Media 总被引:11,自引:0,他引:11
Summary The behaviour up to failure of shallow underground openings is discussed on the basis of some laboratory, small-scale model tests and of finite element simulation. The experimental results are first illustrated. They were obtained from two-dimensional (plane strain) and three-dimensional tunnel models tested under standard gravity conditions. Then, the phenomenon of strain localisation that characterizes the medium surrounding the model tunnels is discussed, recalling two alternative approaches for its numerical interpretation. On this basis, a finite element procedure for strain softening analyses is outlined and applied to the simulation of the tests in both two- and three-dimensional conditions. The comparison between experimental and numerical results leads to some conclusions on the influence of strain localisation on the overall behaviour of shallow tunnels and on the stability of their headings. 相似文献
173.
We give some results obtained for the Couplex test cases proposed by the ANDRA. In this paper our aim is twofold. Firstly, to compute the release of nuclides out of the repository by concentrating on the 3D near field (Couplex 2). The simulation of the transport phenomena takes into account the dissolution of the glass containers and congruent emissions of the radio-nuclides including filiation chains and some simplified chemistry. Secondly, it is to use the near field computations in order to simulate the nuclide migrations in a 2D far field (Couplex 3). Coupling in between the two simulations takes into consideration the periodicity of the disposal modules and the geometry of the repository described in Couplex 1. The mixed finite element and discontinuous Galerkin methods are used to solve the convection–diffusion equations. In order to handle the nonlinear precipitation/dissolution term, we developed a new iterative technique that combines Picard and Newton–Raphson methods. 相似文献
174.
The COUPLEX1 Test case (Bourgeat et al., 2003) is devoted to the comparison of numerical schemes on a convection–diffusion–reaction problem. We first show that the results of the simulation can be mainly predicted by a simple analysis of the data. A finite volume scheme, with three different treatments of the convective term, is then shown to deliver accurate and stable results under a low computational cost. 相似文献
175.
This document explores the possibilities of multiscale expansions and domain decomposition to solve part of the Couplex 1 exercise. We concentrate on the hydrostatic pressure and show that the slenderness of the domain and the large variations of the Darcy constants allows an analytical approximation which our test reveals to be true to relative errors smaller than 10–3. The numerical tests are done in 2D with freefem+ and in 3D with freefem3D. Some considerations are also given for Iodine transport. 相似文献
176.
Zoltn Hajnal Endre Hegeds G. Randy Keller Tams Fancsik Attila Cs. Kovcs Rbert Csabafi 《Tectonophysics》2004,388(1-4):239
A specially designed 700-km2 grid survey, deploying 1000 regularly distributed low-frequency seismic recording systems, successfully investigated one of the most complex geologic environments of the Pannonian basin. The wide-angle signals penetrated through over 1000 m of multi-phase igneous lithology and recognized, for the first time, the underlying enigmatic Permian to Early Triassic basement rocks. Tomographic inversion of the first arrival grid data resulted in determination of an accurate three-dimensional (3-D) velocity field, to a depth of 4 km. The anomalous changes of the spatial velocity data outline the regional extent of the Late Miocene magmatic intrusions, which are covered by over 2000 m of Mid-Miocene to Pleistocene clastics. Complex relationship was found between the surface potential data and the intrusive bodies. This multi-faceted geophysical data analysis established a functional technique for mapping a subsurface with intricate acoustic and structural complexity. 相似文献
177.
用GPS秒信号锁定高频振荡器的方法研究 总被引:1,自引:0,他引:1
对用远距离传输的GPS秒信号锁定本地高频晶体振荡器的方法进行了探讨。介绍了高精度的时间数字转换器TDC(Time to Digital Converter)和对滤波的方法进行了探讨。为了降低成本又能够满足设计要求的精度,还考虑了双D/A转换的方法。有关的硬件系统已经通过了调试和一系列的测试和实验,在测量和控制精度方面,能达到设计的要求。此外,提出了这个系统有待解决的问题,如双D/A转换的非线性问题,Kalman滤波抗野值及继续提高精度的问题。 相似文献
178.
179.
180.