全文获取类型
收费全文 | 3594篇 |
免费 | 833篇 |
国内免费 | 410篇 |
专业分类
测绘学 | 195篇 |
大气科学 | 550篇 |
地球物理 | 2621篇 |
地质学 | 479篇 |
海洋学 | 360篇 |
天文学 | 268篇 |
综合类 | 188篇 |
自然地理 | 176篇 |
出版年
2024年 | 16篇 |
2023年 | 60篇 |
2022年 | 95篇 |
2021年 | 128篇 |
2020年 | 133篇 |
2019年 | 147篇 |
2018年 | 144篇 |
2017年 | 129篇 |
2016年 | 112篇 |
2015年 | 134篇 |
2014年 | 182篇 |
2013年 | 155篇 |
2012年 | 161篇 |
2011年 | 207篇 |
2010年 | 199篇 |
2009年 | 201篇 |
2008年 | 193篇 |
2007年 | 244篇 |
2006年 | 226篇 |
2005年 | 229篇 |
2004年 | 239篇 |
2003年 | 215篇 |
2002年 | 188篇 |
2001年 | 123篇 |
2000年 | 145篇 |
1999年 | 129篇 |
1998年 | 112篇 |
1997年 | 98篇 |
1996年 | 89篇 |
1995年 | 95篇 |
1994年 | 74篇 |
1993年 | 63篇 |
1992年 | 45篇 |
1991年 | 26篇 |
1990年 | 29篇 |
1989年 | 29篇 |
1988年 | 15篇 |
1987年 | 11篇 |
1986年 | 5篇 |
1985年 | 3篇 |
1984年 | 4篇 |
1983年 | 1篇 |
1979年 | 2篇 |
1977年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有4837条查询结果,搜索用时 15 毫秒
11.
岫岩-海城5.4级地震前小震震源机制解与记录特征分析 总被引:4,自引:2,他引:4
采用Pn、Pg初始波初动符号,利用乌尔夫网上半球投影,用作图方法求解了岫岩-海城震区(1999年1月-1999年11月29日)主震前辽宁数字地震台网记录(ML≥2.5)的41个小震的震源机制参数。结合前震记录的某些特征,对主震前应力方向的时空变化,震源错动性质进行分析和讨论。 相似文献
12.
以累计频度定量计算方法,分区讨论了河南及邻区1970年以来地震活动非线性度ZL值的时间进程曲线,系统计算了M≥5.0级地震前的ZL值,结果表明:开始出现活跃(平静)异常的时间集中在地震前1—2年,结束异常的时间在地震前一年内,集中于0—4个月。同时提出了异常的定量指标以及发震类型。 相似文献
13.
14.
松辽盆地白垩系的密集段及海水进侵的新证 总被引:37,自引:0,他引:37
在总结松辽盆地白恶系层地层特征的基础上,阐述了密集段的地质学和地球物理学标志,经分析,大多数重要反射与密集段相关而并非是层序边界,根据扫描电镜分析结果,在密集段中首次发现了钙质超微化石,为区内白垩纪海水进侵的提供了新的证据,由稳定同位素分析,密集段形成了缺氧,相对可容纳空间最大及水体最深时期。 相似文献
15.
The seismic ground motion of a test area in the eastern district of Naples is computed with a hybrid technique based on the mode summation and the finite difference methods. This technique allows us the realistic modelling of source and propagation effects, including local soil conditions. In the modelling, we consider the 1980 Irpinia earthquake, a good example of strong shaking for the area of Naples, which is located about 90 km from the epicenter.The detailed geological setting is reconstructed from a large number of drillings. The sub-soil is mainly formed by alluvial (ash, stratified sand and peat) and pyroclastic materials overlying a pyroclastic rock (yellow neapolitan tuff), representing the neapolitan bedrock. The detailed information available on mechanical properties of the sub-soil and its geometry warrants the application of the sophisticated hybrid technique.As expected, the sedimentary cover causes an increase of the signal's amplitudes and duration. If thin peat layers are present, the amplification effects are reduced, and the peak ground accelerations are similar to those observed for the bedrock model. This can be explained by the backscattering of wave energy at such layers, that tend to seismically decouple the upper from the lower part of the structure.For SH-waves, the influence of the variations of the S-wave velocities on the spectral amplification is studied, by considering locally measured velocities and values determined from near-by down-hole measurements. The comparison between the computed spectral amplifications confirms the key role of an accurate determination of the seismic velocities of the different layers.The comparison performed between a realistic 2-D seismic response and a standard 1-D response, based on the vertical propagation of waves in a plane layered structure, shows considerable difference, from which it is evident that serious caution must be taken in the modelling of expected ground motion at a specific site. 相似文献
16.
Dong Ruishu Xiang Hongfa Guo Shunmin Ran Hongliu and Fu ChanghongInstitute of Geology SSB Beijing China Institute of Geophysics SSB Beijing China 《中国地震研究》1997,(4)
There have been 12 possible locations of the earthquakes occurring in the South Yellow Sea since 1505.In this paper,the location of the earthquake that occurred in 1505 has been determined by the collection of more historical data of the influenced field,referring the isoseismal data of earthquakes with the epicentral intensityⅨ and combining geophysical field data with tectonic condition,due to its great influence on seismic safety assessment of some significant engineering. 相似文献
17.
18.
R.M.W. Musson 《Bulletin of Earthquake Engineering》2004,2(1):101-112
Three sites in the UK are taken, representative of low, medium and high hazard levels (by UK standards). For each site, the
hazard value at 10−4 annual probability is computed using a generic seismic source model, and a variety of ground motion parameters: peak ground
acceleration (PGA), spectral acceleration at 10 Hz and 1 Hz, and intensity. Disaggregation is used to determine the nature
of the earthquakes most likely to generate these hazard values. It is found (as might be expected) that the populations are
quite different according to which ground motion parameter is used. When PGA is used, the result is a rather flat magnitude
distribution with a tendency to low magnitude events (\le 4.5 ML) which are probably not really hazardous. Hazard-consistent scenario earthquakes computed using intensity are found
to be in the range 5.8–5.9 ML, which is more in accord with the type of earthquake that one expects to be a worst-case event
in the UK.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
19.
20.
The seismic response of any system that accumulates damage under cyclic loading is dependent not only on the maximum amplitude of the motion but also its duration. This is explicitly recognized in methods for estimating the liquefaction potential of soil deposits. Many researchers have proposed that the effective number of cycles of the ground motion is a more robust indicator of the destructive capacity of the shaking than the duration. However, as is the case with strong‐motion duration, there is no universally accepted approach to determining the effective number of cycles of motion, and the different methods that have been proposed can give widely varying results for a particular accelerogram. Definitions of the effective number of cycles of motion are reviewed, classified and compared. Measurements are found to differ particularly for accelerograms with broad‐banded frequency content, which contain a significant number of non‐zero crossing peaks. The key seismological parameters influencing the number of cycles of motion and associated equations for predicting this quantity for future earthquakes are identified. Correlations between cycle counts and different duration measures are explored and found to be rather poor in the absence of additional parameters. Copyright © 2004 John Wiley & Sons, Ltd. 相似文献