全文获取类型
收费全文 | 1591篇 |
免费 | 262篇 |
国内免费 | 201篇 |
专业分类
测绘学 | 23篇 |
大气科学 | 319篇 |
地球物理 | 724篇 |
地质学 | 343篇 |
海洋学 | 194篇 |
天文学 | 364篇 |
综合类 | 37篇 |
自然地理 | 50篇 |
出版年
2024年 | 6篇 |
2023年 | 10篇 |
2022年 | 26篇 |
2021年 | 20篇 |
2020年 | 28篇 |
2019年 | 56篇 |
2018年 | 22篇 |
2017年 | 36篇 |
2016年 | 40篇 |
2015年 | 41篇 |
2014年 | 63篇 |
2013年 | 81篇 |
2012年 | 56篇 |
2011年 | 71篇 |
2010年 | 60篇 |
2009年 | 129篇 |
2008年 | 124篇 |
2007年 | 125篇 |
2006年 | 114篇 |
2005年 | 97篇 |
2004年 | 97篇 |
2003年 | 87篇 |
2002年 | 73篇 |
2001年 | 68篇 |
2000年 | 68篇 |
1999年 | 64篇 |
1998年 | 63篇 |
1997年 | 46篇 |
1996年 | 49篇 |
1995年 | 54篇 |
1994年 | 58篇 |
1993年 | 31篇 |
1992年 | 29篇 |
1991年 | 13篇 |
1990年 | 10篇 |
1989年 | 14篇 |
1988年 | 11篇 |
1987年 | 7篇 |
1986年 | 1篇 |
1985年 | 1篇 |
1983年 | 2篇 |
1982年 | 1篇 |
1981年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有2054条查询结果,搜索用时 31 毫秒
141.
山东及其沿海地区强震(M≥6)发生的地质构造背景 总被引:5,自引:0,他引:5
本文总结了山东及其沿海地区M≥6级地震发生的地质构造背景,发现山东及其沿海地区强震活动很少发生在新构造单元内部,而是主要集中于新构造单元边界上,活动断裂对强震具明显的控震作用,不同活动时代,不同切割深度断裂,其控震能力不同,活动断裂交汇处是发生强震较多的地方。 相似文献
142.
From July to September of 1990,CH_4 flux measurements were made in Lin'an rice paddies using gradient profiletechniques.Some characteristics of the turbulence structure under the stable conditions have been verified in the surfacelayer according to the in situ measurements.The semi-empirical turbulent parameters β_m,β_h and β_c and their changeswith the stability parameter Ri are given.Observed results indicate that CH_4 flux in the rice-paddy is mainly decided bythe methnogenesis and the process of CH4 transport from internal soils to the atmosphere,and that the CH_4 verticaltransfer is depressed in the stable surface layer.The CH_4 flux shows that its obvious diurnal changes,and the meanCH_4 flux are higher in nighttime and lower in daytime,and the peaks appear at about 2000 BST at night and 0300 BSTin the early morning,respectively.The mean value of CH_4 flux is about 4.18±2.3 mg/m~2 h. 相似文献
143.
From July to September of 1990,CH4 flux measurements were made in Lin'an rice paddies using gradient profile techniques.Some characteristics of the turbulence structure under the stable conditions have been verified in the surface layer according to the in situ measurements.The semi-empirical turbulent parameters βm,βh and βc and their changes with the stability parameter Ri are given.Observed results indicate that CH4 flux in the rice-paddy is mainly decided by the methnogenesis and the process of CH4 transport from internal soils to the atmosphere,and that the CH4 vertical transfer is depressed in the stable surface layer.The CH4 flux shows that its obvious diurnal changes,and the mean CH4 flux are higher in nighttime and lower in daytime,and the peaks appear at about 2000 BST at night and 0300 BST in the early morning,respectively.The mean value of CH4 flux is about 4.18±2.3 mg/m2 h. 相似文献
144.
145.
146.
147.
Further Studies Of Atmospheric Turbulence In Layers Near The Surface: Scaling The Tke Budget Above The Roughness Sublayer 总被引:2,自引:0,他引:2
The second of two experimental studies of the TKE budget conducted on sites of different roughness is described, and results are compared. The first took place within a shallow layer above a small field of mostly bare, cultivated soil; the second was carried out above a roughness sublayer of significant depth on an extensive plain of tall dry grass. Budget terms observed in the second study were scaled with a modified u which compensated for effects of an unusually large stress gradient and ensured that the m functions would be collinear. By showing that the modification becomes negligible in smaller gradients, it is demonstrated that in normal conditions, budgets observed above significant roughness sublayers should be normalized by scaling in terms of the unreduced Reynolds stress at the sublayer's upper surface. This procedure is shown to be consistent with the expectation that TKE budgets in layers near the surface all scale in fundamentally the same way.Other findings include: (1) the fact that most m functions previously reported are not quite collinear is attributed to a type of overspeeding known to affect three-cup anemometers; (2) revised m functions, collinear and largely free of the effects of overspeeding, are determined from a well-established characteristic of the linear m relation for the stable case; (3) data that define collinear m functions can also be represented with single hyperbolic curves; (4) dissipation is found to be 10 to 15% too small to balance total TKE production in unstable and neutral conditions and to decrease with increasing z/L in thestable regime; and (5) new relations for based on the observed behaviour of the dissipation deficit provide an improved closure for the set of equations that express the budget terms as functions of m and z/L. 相似文献
148.
青藏高原腹地现今构造活动强烈,为了解强烈构造活动下的应力背景,我们在五道梁、风火山、雁石坪和安多不同构造部位的四个测点采用压磁应力解除法进行了现场应力实测工作,测量深度12~20m.测量结果表明, 最大主应力方向总体为北东向,与地质、地震以及大地测量等方面的研究成果基本吻合;最大主应力量值为36~68MPa(安多测点除外),与其他地区测量结果相比,属于中等偏高;安多测点最大主应力方向为北西西向,最大主应力量值为81MPa,与其他测点有较大差别,反映了板块缝合带附近现今应力状态的复杂性. 相似文献
149.
使用双差地震定位法对川西地区1992~2002年的13367个小震进行重新定位, 初步分析了地震活动性与地表活动构造的关系及其揭示的构造信息. 重新定位后,地震活动沿活动断裂成线(带)状分布现象非常突出,呈现出与地表活动构造的密切关系:结构简单的单一走滑断层具有上宽下陡的花状结构特征,拉分盆地与逆断裂具有线性而发散的分布式结构特征,逆断裂之下还存在缺震层. 此外,沿活动断裂带地震活动还具有空间分段性,揭示出局部地段存在着隐伏活动断裂和可圈定为地震危险区的地震空区. 震源深度分布显示,川西高原在15~20km的深度范围内普遍存在厚度约5km的缺震层,以高温高压实验结果为基础,通过计算川西地区地壳强度表明,大约14~19km的深度范围花岗岩处于塑性流变状态,说明缺震层的出现具有地壳物质塑性变形基础. 相似文献
150.
The diurnal structure of the boundary layer during Indian summer monsoon period is studied using a one-dimensional meteorological
boundary layer model and the observations collected from the Monsoon Trough Boundary Layer Experiment conducted in 1990 at
Jodhpur, India. The model was initialized with the observed temperature profiles at 0530 LST on 17 July, 1990 at Jodhpur and
was run for 26 hours. The study is carried out with a geostrophic wind speed of 9.5 m s−1 corresponding to the strong wind simulation. The mean thermodynamic and wind structure simulated by the model are in good
agreement with those observed from 30 m tower. The computed surface layer characteristics such as the surface fluxes, TKE
and standard deviations of velocity components are found to be reasonably in good agreement with those based on turbulence
measurements. The shear and buoyancy budget computed from the model are also compared with the turbulence measurements. The
integrated cooling budget in the nocturnal boundary layer is examined. 相似文献