全文获取类型
收费全文 | 3619篇 |
免费 | 747篇 |
国内免费 | 1070篇 |
专业分类
测绘学 | 271篇 |
大气科学 | 560篇 |
地球物理 | 1677篇 |
地质学 | 1721篇 |
海洋学 | 613篇 |
天文学 | 133篇 |
综合类 | 271篇 |
自然地理 | 190篇 |
出版年
2024年 | 19篇 |
2023年 | 53篇 |
2022年 | 120篇 |
2021年 | 121篇 |
2020年 | 174篇 |
2019年 | 213篇 |
2018年 | 177篇 |
2017年 | 166篇 |
2016年 | 187篇 |
2015年 | 232篇 |
2014年 | 221篇 |
2013年 | 292篇 |
2012年 | 235篇 |
2011年 | 308篇 |
2010年 | 230篇 |
2009年 | 259篇 |
2008年 | 234篇 |
2007年 | 257篇 |
2006年 | 248篇 |
2005年 | 201篇 |
2004年 | 172篇 |
2003年 | 170篇 |
2002年 | 166篇 |
2001年 | 114篇 |
2000年 | 118篇 |
1999年 | 107篇 |
1998年 | 105篇 |
1997年 | 97篇 |
1996年 | 95篇 |
1995年 | 70篇 |
1994年 | 61篇 |
1993年 | 69篇 |
1992年 | 37篇 |
1991年 | 25篇 |
1990年 | 13篇 |
1989年 | 16篇 |
1988年 | 14篇 |
1987年 | 18篇 |
1986年 | 4篇 |
1985年 | 4篇 |
1984年 | 2篇 |
1983年 | 1篇 |
1981年 | 2篇 |
1980年 | 3篇 |
1979年 | 1篇 |
1977年 | 1篇 |
1976年 | 1篇 |
1972年 | 2篇 |
1954年 | 1篇 |
排序方式: 共有5436条查询结果,搜索用时 656 毫秒
61.
World-wide synthetic tide parameters for gravity and vertical and horizontal displacements 总被引:3,自引:0,他引:3
The response of the Earth’s crust to the direct effect of lunisolar gravitational forcing is known as the body tide. The body tide is superimposed by surface-loading forces due to the pressure of the periodically varying ocean tide acting on the Earth, called ocean tide loading (OTL). Both body tide and OTL can be decomposed into components of the same frequency known as tidal parameters. However, OTL is more complicated than body tides because of the dynamic effects of the ocean. Estimating OTL requires a model of the ocean tides and knowledge of the elastic properties of the solid Earth. Thus, synthetic tide parameters (amplitude factors and phase leads) have been developed here on a world-wide grid for gravity and positional displacements. The body tide contributions were added to the oceanic contribution to provide the Earth tide response. The accuracy and reliability of the synthetic tidal parameters have been estimated by comparing observed gravity and vertical-displacement tide parameters with those interpolated from our synthetic model, which shows good agreement. Tests also indicate that the synthetic tide parameters provide realistic gravimetric and displacements for practical use in tidal prediction. 相似文献
62.
随着三峡水利工程的逐步实施,淹没区移民及新城镇建设等人类工程活动的加剧,以滑坡为主的环境地质问题日益突出。本文从稳定系数、安全系数入手,对铁道、公路等部门常用的设计计算原理进行了研究,并由此类比分析研究了三峡区回水后或库水位正常运行条件下,滑坡治理工程设计计算方法。 相似文献
63.
The response of low‐ductility reinforced concrete (RC) frames, designed typically for a non‐seismic region, subjected to two frequencies of base excitations is studied. Five half‐scaled, two‐bay, two‐storey, RC frames, each approximately 5 m wide by 3.3 m high, were subjected to both horizontal and/or vertical base excitations with a frequency of 40 Hz as well as a lower frequency of about 4 Hz (close to the fundamental frequency) using a shake table. The imposed acceleration amplitude ranged from 0.2 to 1.2g. The test results showed that the response characteristics of the structures differed under high‐ and low‐frequency excitations. The frames were able to sustain high‐frequency excitations without damage but were inadequate for low‐frequency excitations, even though the frames exhibited some ductility. Linear‐elastic time‐history analysis can predict reasonably well the structural response under high‐frequency excitations. As the frames were not designed for seismic loads, the reinforcement detailing may not have been adequate, based on the crack pattern observed. The effect of vertical excitation can cause significant additional forces in the columns and moment reversals in the beams. The ‘strong‐column, weak‐beam’ approach for lateral load RC frame design is supported by experimental observations. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
64.
The damping‐solvent extraction method for the analysis of unbounded visco‐elastic media is evaluated numerically in the frequency domain in order to investigate the influence of the computational parameters—domain size, amount of artificial damping, and mesh density—on the accuracy of results. An analytical estimate of this influence is presented, and specific questions regarding the influence of the parameters on the results are answered using the analytical estimate and numerical results for two classical problems: the rigid strip and rigid disc footings on a visco‐elastic half‐space with constant hysteretic material damping. As the domain size is increased, the results become more accurate only at lower frequencies, but are essentially unaffected at higher frequencies. Choosing the domain size to ensure that the static stiffness is computed accurately leads to an unnecessarily large domain for analysis at higher frequencies. The results improve by increasing artificial damping but at a slower rate as the total (material plus artificial) damping ratio ζt gets closer to 0.866. However, the results do not deteriorate significantly for the larger amounts of artificial damping, suggesting that ζt≈0.6 is appropriate; a larger value is not likely to influence the accuracy of results. Presented results do not support the earlier suggestion that similar accuracy can be achieved by a large bounded domain with small damping or by a small domain with larger damping. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
65.
Dynamic damaging potential of ground motions must be evaluated by the response behaviour of structures, and it is necessary to indicate what properties of ground motions are most appropriate for evaluation. For that purpose, the behaviour of energy input process and hysteretic energy dissipation are investigated in this study. It is found that the momentary input energy that is an index for the intensity of input energy is related to the characteristics of earthquakes such as cyclic or impulsive, and to the response displacement of structures immediately. On the basis of these results, a procedure is proposed to predict inelastic response displacement of structures by corresponding earthquake input energy to structural dissipated damping and hysteretic energy. In this procedure the earthquake response of structures is recognized as an input and dissipation process of energy, and therefore structural properties and damaging properties of ground motions can be taken into account more generally. Lastly, the studies of the pseudodynamic loading test of reinforced concrete structure specimens subjected to ground motions with different time duration are shown. The purpose of this test is to estimate the damaging properties of ground motions and the accuracy of the proposed prediction procedure. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
66.
地震勘探资源频率域叠加方法研究 总被引:1,自引:1,他引:1
在叠前共深度点道集内各地震道的动、静校正误差很小的情况下,地震资料时间域水平叠加方法有较好的叠加结果。但是,如果动、静校正的误差较大时,叠加效果将受到影响,即叠后振幅和分辨率都会降低。因此,提出一种频率域叠加方法。该方法既具有常规水平叠加方法能提高信噪比的优点,又能将共深度点道集内的走时时差消除,达到内相叠回的目的。几个比较叠加方法效果的有噪CDP道集叠加的例子证明了该方法的效果。 相似文献
67.
EH-4系统观测资料的非远区场校正研究 总被引:6,自引:1,他引:6
EH-4系统实测的卡尼亚视电阻率在非远区场时应作必要的校正。基于导出的EH-4系统的卡尼亚电阻率ρxy和ρyx的表达式,采用多项式分段逼近的方法,建立EH-4系统测深数据的全频域的视电阻率算法。根据建立的算法对均匀大地、二层大地和三层大地模型的EH-4系统测深数据进行非远区场校正的结果表明:均匀大地时,全频域的视电阻率与真电阻率吻合很好,D型、K型和Q型断面的视电阻率曲线与MT法的接近,G型、H型和A型的视电阻率曲线得到很大改善。 相似文献
68.
69.
70.
小波变换在少震、弱震区地下水位数据分析中的应用 总被引:12,自引:2,他引:12
利用小波变换和多尺度分析原理,对位于少震弱震区的湖南的具有不同变化形态的6口典型井4年的水位日均值序列进行了分析。结果显示,通过多尺度分析可以很方便地将水位日均值序列中的高频部分与低频部分分开,而且对不同井孔的含水层系统而言,分离出去的频率成分的主模是不同的,这反应出不同井孔的含水层系统对同一频率的响应存在差异,主模的频率反映了正常背景下井孔-含水层系统的优势频率。Morlet小波分析的结果对时间序列的突然变化和周期结构都有很好的反映。 相似文献