全文获取类型
收费全文 | 3378篇 |
免费 | 733篇 |
国内免费 | 436篇 |
专业分类
测绘学 | 370篇 |
大气科学 | 518篇 |
地球物理 | 2054篇 |
地质学 | 435篇 |
海洋学 | 469篇 |
天文学 | 270篇 |
综合类 | 208篇 |
自然地理 | 223篇 |
出版年
2024年 | 9篇 |
2023年 | 36篇 |
2022年 | 78篇 |
2021年 | 119篇 |
2020年 | 132篇 |
2019年 | 151篇 |
2018年 | 131篇 |
2017年 | 140篇 |
2016年 | 133篇 |
2015年 | 160篇 |
2014年 | 169篇 |
2013年 | 186篇 |
2012年 | 170篇 |
2011年 | 178篇 |
2010年 | 167篇 |
2009年 | 197篇 |
2008年 | 193篇 |
2007年 | 225篇 |
2006年 | 209篇 |
2005年 | 204篇 |
2004年 | 198篇 |
2003年 | 185篇 |
2002年 | 156篇 |
2001年 | 116篇 |
2000年 | 124篇 |
1999年 | 107篇 |
1998年 | 103篇 |
1997年 | 83篇 |
1996年 | 82篇 |
1995年 | 87篇 |
1994年 | 72篇 |
1993年 | 63篇 |
1992年 | 47篇 |
1991年 | 32篇 |
1990年 | 22篇 |
1989年 | 29篇 |
1988年 | 18篇 |
1987年 | 10篇 |
1986年 | 10篇 |
1985年 | 4篇 |
1984年 | 4篇 |
1983年 | 2篇 |
1981年 | 1篇 |
1980年 | 3篇 |
1977年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有4547条查询结果,搜索用时 15 毫秒
91.
92.
93.
黄河上游径流预报的灰色拓扑方法 总被引:5,自引:6,他引:5
以龙羊峡水库年平均入库流量预报为例,根据灰色系统理论的建模方法,利用龙羊峡水库入库水量代表站唐乃亥水文站的实测径流资料,建立了一个GM(1,1)拓扑预测模型,用于黄河上游径流的长期预报,并取得了较为满意的结果。 相似文献
94.
95.
地脉动测试技术若干问题的讨论 总被引:1,自引:0,他引:1
讨论了地脉动的测试技术以及测试工作中应该重视而且容易被忽视的问题 ,并就地脉动幅值域和频率域特性参数提出不同的看法 相似文献
96.
In permafrost regions of Qinghai-Tibetan Plateau, the critical embankment height must be considered in the process of the construction of highway, especially for the global climatic warming. In this paper, the two-dimensional numerical analysis for the critical embankment height (for gravel road surface and coarse-grained soil) has been performed by using thefinite element method. In the calculation, we think that the service life of the construction is at least 50 years. The mean annual air temperatures applied to the calculation model are -6.5 ℃, -6.0 ℃, -5.5 ℃, -5.0 ℃, -4.5 ℃ and -4.0 ℃, respectively, and the value of temperature rise are taken as 1.10℃ in the coming 50 years. The minimum embankment heights derived from the analysis are 0.85 m, 0.92 m, 1.01 m, 1.18 m, 1.60 m and 2.66 m for the different mean annual air temperatures and the maximum embankment heights are 7.68 m,7.55 m, 7.34 m, 7.00 m, 6.45 m and 5.85m, accordingly. On condition that the service life of embankment is 50 years, the critical value of the mean annual air temperature is -3.5 ℃. Namely, in the areas where the mean annual air temperature is higher than -3.5 ℃, the critical embankment height does not exist. 相似文献
97.
The geography information system of the 1303 Hongton M=8 earthquake has been established. Using the spatial analysis function of GIS, the spatial distribution characteristics of
damage and isoseismal of the earthquake are studies. By comparing with the standard earthquake intensity attenuation relationship,
the abnormal damage distribution of the earthquake is found, so the relationship of the abnormal distribution with tectonics,
site condition and basin are analyzed. In this paper, the influence on the ground motion generated by earthquake source and
the underground structures near source also are studied. The influence on seismic zonation, anti-earthquake design, earthquake
prediction and earthquake emergency responding produced by the abnormal density distribution are discussed.
Foundation item: National important fundamental research “The Basic Research of Important Project in Damage Environment” and The important
project “The Seismic Hazard Assessment Research and Anti-earthquake Structure Research” from China Earthquake Administration
during the 10th Five-year Plan.
Contribution No. 04FE1008, Institute of Geophysics, China Earthquake Administration. 相似文献
98.
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
99.
This article has two purposes. Firstly, a validation exercise of the modal summation technique for the computation of synthetic
strong-motion records is performed for two regions of Europe (Umbria-Marche and south Iceland), using a variety of region
specific crustal structure models, by comparing the predicted ground motion amplitudes with observed motions. It is found
that the rate of decay of ground motions is well predicted by the theoretical decay curves but that the absolute size of the
ground motions is underpredicted by the synthetic time-histories. This is thought to be due to the presence of low-velocity
surface layers that amplify the ground motions but are not included in the crustal structure models used to compute the synthetic
time-histories.
Secondly, a new distance metric based on the computed theoretical decay curves is introduced which should have the ability
to model the complex decay of strong ground motions. The ability of this new distance metric to reduce the associated scatter
in empirically derived equations for the estimation of strong ground motions is tested. It is found that it does not lead
to a reduction in the scatter but this is thought to be due to the use of crustal structure models that are not accurate or
detailed enough for the regions studied.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
100.
A coherency function model of ground motion at base rock corresponding to strike-slip fault 总被引:2,自引:0,他引:2
IntroductionEarthquakedamagesurveyandresearchresultshavedemonstratedthatspatialdistributiondifferenceofgroundmotionisoneoftheimportantreasonswhichcausedlongstructure(eglongspanbridge,undergroundpipe)destroy.Thathowtoprovideareasonableinputofgroundmotionfieldforaseismicdesignoflongstructureisaurgentprobleminearthquakeengineeringfield.Atpresent,themethodtostudyspatialvariationofgroundmotionsisadoptingstatisticanalysisbasedondensearrayrecordssuchasSMART-1array,etc,togetcoherencyfunctionofground… 相似文献