全文获取类型
收费全文 | 32232篇 |
免费 | 1572篇 |
国内免费 | 3008篇 |
专业分类
测绘学 | 2241篇 |
大气科学 | 3590篇 |
地球物理 | 6110篇 |
地质学 | 15230篇 |
海洋学 | 2488篇 |
天文学 | 2021篇 |
综合类 | 2860篇 |
自然地理 | 2272篇 |
出版年
2024年 | 50篇 |
2023年 | 113篇 |
2022年 | 377篇 |
2021年 | 426篇 |
2020年 | 405篇 |
2019年 | 417篇 |
2018年 | 5148篇 |
2017年 | 4351篇 |
2016年 | 2957篇 |
2015年 | 678篇 |
2014年 | 571篇 |
2013年 | 586篇 |
2012年 | 1535篇 |
2011年 | 3274篇 |
2010年 | 2495篇 |
2009年 | 2780篇 |
2008年 | 2304篇 |
2007年 | 2751篇 |
2006年 | 427篇 |
2005年 | 545篇 |
2004年 | 671篇 |
2003年 | 617篇 |
2002年 | 470篇 |
2001年 | 291篇 |
2000年 | 298篇 |
1999年 | 292篇 |
1998年 | 253篇 |
1997年 | 225篇 |
1996年 | 213篇 |
1995年 | 187篇 |
1994年 | 180篇 |
1993年 | 154篇 |
1992年 | 139篇 |
1991年 | 123篇 |
1990年 | 85篇 |
1989年 | 78篇 |
1988年 | 63篇 |
1987年 | 50篇 |
1986年 | 31篇 |
1985年 | 24篇 |
1984年 | 22篇 |
1983年 | 16篇 |
1982年 | 27篇 |
1981年 | 35篇 |
1980年 | 26篇 |
1979年 | 8篇 |
1977年 | 5篇 |
1976年 | 14篇 |
1973年 | 4篇 |
1958年 | 3篇 |
排序方式: 共有10000条查询结果,搜索用时 421 毫秒
241.
In this study, the dynamic stresses within the seabed induced by non-linear progressive waves were explored through a series of hydraulic model tests on a movable bed within a wave flume. By comparing Stokes’ 2nd-order wave theory with the theory of wave-induced dynamic stresses within the seabed as proposed by Yamamoto et al. [1978. On the response of a poro-elastic bed to water waves. Journal of Fluid Mechanics 87 (1), 193–206.] and Hsu and Jeng [1994. Wane-induced soil response in an unsaturated anisotropic seabed of finite thickness. International Journal for Numerical and Analytical Methods in Geomechanics 18, 785–807], the experimental results show that the pressure on the seabed surface, the pore water pressure within the seabed as well as the vertical and the horizontal stresses are all smaller than their theoretical values. If we were to obtain the characteristics of seabed soil, the analytical solution of Hsu and Jeng [1994. Wane-induced soil response in an unsaturated anisotropic seabed of finite thickness. International Journal for Numerical and Analytical Methods in Geomechanics 18, 785–807] might agree to the simulation of the wave-induced effective stresses and shear stress in the sandy seabed. A different phase shift exists among all the three soil stresses. Their influences on the three dynamic stresses within seabed soil are important for seabed stability, and can be used in the verification of numerical models. In the whole, the non-linear progressive waves and the naturally deposited seabed are found to have a strong interaction, and the behavior of the induced dynamic stresses within the seabed is very complicated, and should be investigated integrally. 相似文献
242.
Wave-induced seabed instability, either momentary liquefaction or shear failure, is an important topic in ocean and coastal engineering. Many factors, such as seabed properties and wave parameters, affect the seabed instability. A non-dimensional parameter is proposed in this paper to evaluate the occurrence of momentary liquefaction. This parameter includes the properties of the soil and the wave. The determination of the wave-induced liquefaction depth is also suggested based on this non-dimensional parameter. As an example, a two-dimensional seabed with finite thickness is numerically treated with the EFGM meshless method developed early for wave-induced seabed responses. Parametric study is carried out to investigate the effect of wavelength, compressibility of pore fluid, permeability and stiffness of porous media, and variable stiffness with depth on the seabed response with three criteria for liquefaction. It is found that this non-dimensional parameter is a good index for identifying the momentary liquefaction qualitatively, and the criterion of liquefaction with seepage force can be used to predict the deepest liquefaction depth. 相似文献
243.
The ecological aspect of meiofaunal communities in Can Gio mangrove forest, Ho Chi Minh city, Vietnam has not been investigated
before. The composition, distribution, density and biodiversity of meiofaunal communities were studied along an intertidal
transect at the Khe Nhan mudflat. Each time, three replicate samples were collected in four stations along a transect following
the water line from low tide level up to the mangrove forest edge. In total, 18 meiofaunal taxa were found with the dominant
taxa belonging to Nematoda, Copepoda, Sarcomastigophora and Polychaeta. The densities of meiofauna ranged from 1156 inds/10
cm2 to 2082 inds/10 cm2. The increase in densities from the mangrove forest edge towards the low water line was significant. Along the mudflat transect,
the biodiversity (expressed by different indices) was relatively high at different taxonomic levels but did not vary significantly
along the mudflat except for taxa richness. Eighty nematode genera belonging to 24 families with Comesomatidae having the
highest abundance 33.8 % were found.Theristus andNeochromadora decreased in densities from the lower water line towards the mangrove forest edge, whileParacomesoma andHopperia are typical and more abundant at the middle of the mudflat.Halalaimus increased from high on the mudflat to the low water line. 相似文献
244.
245.
246.
应用^57Fe穆斯堡尔谱学的方法研究了四个不同生长期合浦珠母贝铁的化学状态和Fe^2 /Fe^3 的值,它们的Fe^2 和Fe^3 的相对含量分别为4.1%~29.4%和76.6%~95.9%,Fe^2 /Fe^3 值的变化为0.043~0.42。3个月龄的Fe^2 /Fe^3 值大于10个月龄,从10个月龄到22个月龄的Fe^2 /Fe^3 值呈增加的趋势,这可能反映了不同生长期合浦珠母贝对不同价态的铁的需求。 相似文献
247.
9012号热带气旋维持的卫星云图和垂直结构特征分析 总被引:2,自引:0,他引:2
本文根据卫星云图的演变和常规天气分析相结合,对9012号热带气旋登陆后维持水消的成因进行了分析。指出该热带气旋经久不消的重要原因为其西南侧对流云团和东北侧高空槽前对流云带与热带气旋云系相衔接在中低层东北气流引导下卷入,热带气旋内部的两条云带的维持,以及利有的环流条件。 相似文献
248.
台湾海峡及其西边地区正常地震动态及危险性特征 总被引:1,自引:2,他引:1
本文从地震的时,空分布特征,区域应力场动态,能量释放方式,b值及震群特征6个方面研究了台湾海峡及其西边地区地震活动的正常动态及异常特征。结果表明,具有前兆意义的变化模式表现为区域地震活动在时间,空间及功能方面的有序性变化,即:(a)地震空间分布由分散转为集中,形成条带或空区;(b)断裂活动由多组转为单一,应力场趋向一致;(display status 相似文献
249.
Hideo Kawai 《Journal of Oceanography》2005,61(2):235-246
At present, the barotropic buoyant stability parameter has been derived from a vertical virtual displacement of a water parcel. The barotropic inertial stability parameter in the eccentrically cyclogeostrophic, basic current field was derived in 2003 from a horizontal cross-stream virtual displacement of a parcel. By expressing acceleration of a parcel due to a virtual displacement, which is arbitrarily sloping within a vertical section across the basic current, in terms of natural coordinates, we derived the vertical component of baroclinic buoyant stability parameter B
2
2, the horizontal component of baroclinic inertial stability parameter I
2
2, the baroclinic joint stability parameter J
2, its buoyant component B
2 and its inertial component I
2. B
2 is far greater than I
2
2, and when neglecting relative vorticity except for vertical shear, a downward convex curve of J
2 plotted against the slope of a virtual displacement follows a trend of B
2 curve. If a parcel displaces along a horizontal surface or an isopycnal surface, however, B
2 vanishes, and J
2 becomes equal to I
2. Actual parcel is apt to displace not only along the bottom slope, but also along the sea surface and an isopycnal interfacial surface, which is approximately equivalent to an isentropic surface, preferred by lateral mixing and exchange of momentum. Such actual displacement makes B
2 vanishing, and grants I
2 an important role. The present analysis of I
2 examining effects due to curvature and horizontal and vertical shear vorticities are useful in deepening our understanding of baroclinic instability in actual oceanic streams. 相似文献
250.
Yosuke Fujii 《Journal of Oceanography》2005,61(1):167-181
I present the derivation of the Preconditioned Optimizing Utility for Large-dimensional analyses (POpULar), which is developed for adopting a non-diagonal background error covariance matrix in nonlinear variational analyses (i.e., analyses employing a non-quadratic cost function). POpULar is based on the idea of a linear preconditioned conjugate gradient method widely adopted in ocean data assimilation systems. POpULar uses the background error covariance matrix as a preconditioner without any decomposition of the matrix. This preconditioning accelerates the convergence. Moreover, the inverse of the matrix is not required. POpULar therefore allows us easily to handle the correlations among deviations of control variables (i.e., the variables which will be analyzed) from their background in nonlinear problems. In order to demonstrate the usefulness of POpULar, we illustrate two effects which are often neglected in studies of ocean data assimilation before. One is the effect of correlations among the deviations of control variables in an adjoint analysis. The other is the nonlinear effect of sea surface dynamic height calculation required when sea surface height observation is employed in a three-dimensional ocean analysis. As the results, these effects are not so small to neglect. 相似文献