首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   10799篇
  免费   2268篇
  国内免费   5170篇
测绘学   271篇
大气科学   513篇
地球物理   2366篇
地质学   12492篇
海洋学   811篇
天文学   660篇
综合类   544篇
自然地理   580篇
  2024年   31篇
  2023年   201篇
  2022年   345篇
  2021年   403篇
  2020年   477篇
  2019年   660篇
  2018年   543篇
  2017年   455篇
  2016年   679篇
  2015年   641篇
  2014年   826篇
  2013年   850篇
  2012年   883篇
  2011年   953篇
  2010年   742篇
  2009年   932篇
  2008年   840篇
  2007年   901篇
  2006年   915篇
  2005年   736篇
  2004年   646篇
  2003年   608篇
  2002年   520篇
  2001年   437篇
  2000年   383篇
  1999年   410篇
  1998年   434篇
  1997年   322篇
  1996年   286篇
  1995年   220篇
  1994年   195篇
  1993年   174篇
  1992年   143篇
  1991年   96篇
  1990年   83篇
  1989年   65篇
  1988年   59篇
  1987年   46篇
  1986年   28篇
  1985年   20篇
  1984年   12篇
  1983年   7篇
  1980年   2篇
  1979年   2篇
  1978年   10篇
  1977年   4篇
  1976年   2篇
  1973年   3篇
  1972年   1篇
  1954年   3篇
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
101.
S.C. Chang  J.G. Lin  L.K. Chien  Y.F. Chiu   《Ocean Engineering》2007,34(17-18):2311-2329
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   
102.
重金属锌,铅对菲律宾蛤仔的急性毒性试验   总被引:14,自引:1,他引:14  
本文研究了必需元素Zn及非必需元素Pb对菲律宾蛤仔的急性毒性作用,得到Zn对其的48hLD50和96hLD50分别为147.91、16.40mg/dm^3;Pb对其的48hLD50和96hLD50分别为31.62、14.28mg/dm^3。估算得到Zn、Pb对菲律宾蛤仔的安全浓度分别为0.82、0.71mg/dm^3。  相似文献   
103.
模型沙干重度在动床模型试验中是影响起动流速比尺和冲淤时间比尺的重要参数,其随淤积历时、粒径变化、埋置深浅和加工方法的不同有着不同的变化规律。通过试验,结合已有的成果,对模型沙干重度受以上几种因素的影响进行了研究,并进一步分析了其变化规律在动床模型试验中的作用。  相似文献   
104.
1 .IntroductionThepenetratingbucketandboxfoundationisanewtypeofstructure ,whichhasbeenappliedinmanyengineeringfields .Inviewofthehighconstructioncostandtheformidableconstructibilityofoff shoreplatformswithpiledfoundations ,Baerheimetal.(1 990 )proposedtheconc…  相似文献   
105.
A comprehensive numerical study on the three-dimensional structure of a turbulent jet in crossflow is performed. The jet-to-crossflow velocity ratio (R) varies in the range of 2 - 16; both vertical jets and inclined jets without excess streamwise momentum are considered. The numerical results of the Standard two-equation k-ε model show that the turbulent structure can be broadly categorised according to the jet-to-crossflow velocity ratio. For strong to moderate jet discharges, i.e. R> 4, the jet is characterized by a longitudinal transition through a bent-over phase during which the jet becomes almost parallel with the main freestream, to a sectional vortex-pair flow with double concentration maxima; the computed flow details and scalar mixing characteristics can be described by self-similar relations beyond a dimensionless distance of around 20-60. The similarity coefficients are only weakly dependent on R. The cross-section scalar field is kidney-shaped and bifurcated, vvith distinct double concentr  相似文献   
106.
1 .IntroductionEvery year ,Taiwanis subjectedtotwo or three typhoonintrusions in average which always causedisasters . Most of the disasters which occur around the coastal zone are due to seabed instability andcoastal structure destruction caused bytyphoo…  相似文献   
107.
Sea Beam and Deep-Tow were used in a tectonic investigation of the fast-spreading (151 mm yr-1) East Pacific Rise (EPR) at 19°30 S. Detailed surveys were conducted at the EPR axis and at the Brunhes/Matuyama magnetic reversal boundary, while four long traverses (the longest 96 km) surveyed the rise flanks. Faulting accounts for the vast majority of the relief. Both inward and outward facing fault scarps appear in almost equal numbers, and they form the horsts and grabens which compose the abyssal hills. This mechanism for abyssal hill formation differs from that observed at slow and intermediate spreading rates where abyssal hills are formed by back-tilted inward facing normal faults or by volcanic bow-forms. At 19°30 S, systematic back tilting of fault blocks is not observed, and volcanic constructional relief is a short wavelength signal (less than a few hundred meters) superimposed upon the dominant faulted structure (wavelength 2–8 km). Active faulting is confined to within approximately 5–8 km of the rise axis. In terms of frequency, more faulting occurs at fast spreading rates than at slow. The half extension rate due to faulting is 4.1 mm yr-1 at 19°30 S versus 1.6 mm yr-1 in the FAMOUS area on the Mid-Atlantic Ridge (MAR). Both spreading and horizontal extension are asymmetric at 19°30 S, and both are greater on the east flank of the rise axis. The fault density observed at 19°30 S is not constant, and zones with very high fault density follow zones with very little faulting. Three mechanisms are proposed which might account for these observations. In the first, faults are buried episodically by massive eruptions which flow more than 5–8 km from the spreading axis, beyond the outer boundary of the active fault zone. This is the least favored mechanism as there is no evidence that lavas which flow that far off axis are sufficiently thick to bury 50–150 m high fault scarps. In the second mechanism, the rate of faulting is reduced during major episodes of volcanism due to changes in the near axis thermal structure associated with swelling of the axial magma chamber. Thus the variation in fault spacing is caused by alternate episodes of faulting and volcanism. In the third mechanism, the rate of faulting may be constant (down to a time scale of decades), but the locus of faulting shifts relative to the axis. A master fault forms near the axis and takes up most of the strain release until the fault or fault set is transported into lithosphere which is sufficiently thick so that the faults become locked. At this point, the locus of faulting shifts to the thinnest, weakest lithosphere near the axis, and the cycle repeats.  相似文献   
108.
华北地区夏季降雨量与南海海温长期变化的关系   总被引:6,自引:0,他引:6  
比较了华北地区7个站与17个站1951-1997年夏季(6,7,8月)降雨量与气候随时间的变化特征,并对其成因作了探讨。结果表明,用北京、天津、邢台、烟台、郑州、太原和济南等7个站可代表该地区夏季降雨量与气候的多尺度变化特征,过去47a该地区依次经历了湿凉、湿热、湿凉、干热、湿热几个时期,降雨量的长期变化与南海前冬(1-2月)海温成负相关。前冬南海海温偏高,意味着初夏南海地区大气对流低频振动偏弱,南海夏季风爆发较晚,西南季风较弱,夏季西太平洋副高位置偏南,华北地区大气低层北风加强,华北地区夏季少雨,前冬南海海温偏低时情况则相反,考虑冬季(1-2月)南海南温和7-8月西太平洋副高脊线位置(纬度)的影响用均生函数建模,试验结果与用子波变换重构方法考虑华北地区夏季降雨量的变化趋势比较,二者相吻合,预测试验结果与过去3a的实况基本一致。  相似文献   
109.
应用ANSYS结构分析软件,模拟了思林水电站通航建筑物高边坡的地形、地质条件以及开挖的过程,建立边坡开挖的有限元计算分析模型,分析边坡在自然状态、分级开挖以及锚杆支护加固等工况下的应力、变形及其整体稳定性.定义单元的局部安全系数,得到了边坡开挖加固后稳定安全系数的分布.根据计算成果,指出现设计加固措施可以保证边坡稳定,无需增加其他工程措施.  相似文献   
110.
Minerals might act as important sorbents of sedimentary organic matter and reduce biodegradation, which favors the formation of hydrocarbon source rocks in the earth's history. Since most organic matter is degraded during the sinking process, at ambient temperature, it is important to investigate the adsorption capacity of different minerals during this process, to assess the organic loss from primary productivity to sedimentary organic matter. In this study, montmorillonite and calcite have been selected to study the impact of different minerals on the release, adsorption, and deposition of cyanobacterial (Synechococcus elonpata) fatty acids (FAs) at ambient temperature. Gas chromatography (GC), gas chromatography-mass spectrometry (GC-MS) have been utilized to detect the variation in fatty acids. Primary results suggest that minerals have a different impact on dissolved organic matter. Montmorillonite can specifically enhance the release of fatty acids from cyanobacterial cells by lowering the pH values of the solution. The adsorption of the dissolved organic matter by montmorillonite will also be enhanced under a lower pH value. Conjunction of fatty acids with montmorillonite to form a complex will favor the sinking and preservation of these organics. Selective adsorption is observed among fatty acids with different carbon numbers. In contrast, calcite does not show any impact on the release and adsorption of organic matter even though it is reportedly capable of acting as a catalyst during the transformation of organic matter at high temperature. The primary data bridge a link between primary productivity and sedimentary organic matter, suggesting the relative importance of claystones in the formation of hydrocarbon source rocks in the earth's history.  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号