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961.
Y. E-A. Mohamedzein J. A. Abdalla A. Abdelwahab 《Bulletin of Earthquake Engineering》2006,4(3):277-293
Khartoum, the capital of Sudan, is located at the confluence of White and Blue Niles. The city is heavily populated. Central Khartoum with its high-rise buildings is the center of governmental and business activities and is located on a strip adjacent to the Blue Nile. Geological and geotechnical data indicate that the subsoil conditions at Central Khartoum are characterized by alluvial deposits underlain by Nubian Sandstone at a depth of 25 m. The alluvial deposits, locally known as Gezira formations, consist of clays grading into silt and sand with depth. Macro seismic zonation of Sudan and its vicinities, developed by the authors, gave the ground acceleration at the bedrock surface. The effect of alluvial deposits in Central Khartoum on propagation of seismic motion parameters to the ground surface is investigated in this study. Correlations are proposed for pertinent cyclic soil properties such as shear modulus, damping, and shear wave velocity. The Equivalent-Linear Earthquake Response Analyses (EERA) Model was used to study the effect of local soil conditions on ground-motion parameters. In the absence of strong-motion records in Khartoum, available worldwide strong-motion records are used. Plots showing the time histories of ground motion parameters at the ground surface are obtained. The results indicate amplification of ground motion of up to 4.93. The predicted fundamental period of soils is about 0.5 s which is typical for these types of soils. The maximum spectral acceleration varied from 0.76 to 0.95 g. For design purposes, a response spectrum curve is proposed. 相似文献
962.
In this paper we consider the procedures that, on the basis of an earthquake catalogue, yield the magnitude distribution function F
M
(F
M
generators). In particular, our attention is focused on the F
M
generators that are currently used in the frame of the probabilistic seismic hazard analysis at a site. From an engineering point of view, the behaviour of F
M
in the range of strong earthquakes is of crucial importance. On the other hand, in general, the statistical validation of F
M
in that range is not feasible because of an insufficient number of strong earthquakes in available catalogues.Our investigation is limited to the problem of the comparison between competing F
M
generators. We show that a simple empirical F
M
generator (called the CFP generator) can be more reliable than generators based on mathematical models. The numerical experiments that support this statement regards two test-sites and two mathematical models of magnitude distribution, namely the truncated-exponential and the characteristic-type models.The main conclusion is the suggestion of a test (called the CFP-test) that can be summarized as follows. Let X be a site for which, with current criteria, a specific F
M
X
generator based on a mathematical model has been selected. At this point, following the comparison approach described in the paper, the F
M
X
generator is compared with the empirical CFP generator. It can happen (actually it happens in many of our numerical experiments) that this test indicates the CFP generator as more reliable than the selected F
M
X
generator. 相似文献
963.
Arthur Rodgers Hrvoje Tkalcic David McCallen Shawn Larsen Catherine Snelson 《Pure and Applied Geophysics》2006,163(1):55-80
We report site response in Las Vegas Valley (LVV) from historical recordings of Nevada Test Site (NTS) nuclear explosions
and earthquake recordings from permanent and temporary seismic stations. Our data set significantly improves the spatial coverage
of LVV over previous studies, especially in the northern, deeper parts of the basin. Site response at stations in LVV was
measured for frequencies in the range 0.2–5.0 Hz using Standard Spectral Ratios (SSR) and Horizontal-Vertical Spectral Ratios
(HVR). For the SSR measurements we used a reference site (approximately NEHRP B ``rock' classification) located on Frenchman
Mountain outside the basin. Site response at sedimentary sites is variable in LVV with average amplifications approaching
a factor of 10 at some frequencies. We observed peaks in the site response curves at frequencies clustered near 0.6, 1.2 and
2.0 Hz, with some sites showing additional lower amplitude peaks at higher frequencies. The spatial pattern of site response
is strongly correlated with the reported depth to basement for frequencies between 0.2 and 3.0 Hz, although the frequency
of peak amplification does not show a similar correlation. For a few sites where we have geotechnical shear velocities, the
amplification shows a correlation with the average upper 30-meter shear velocities, V30. We performed two-dimensional finite difference simulations and reproduced the observed peak site amplifications at 0.6 and
1.2 Hz with a low velocity near-surface layer with shear velocities 600–750 m/s and a thickness of 100–200 m. These modeling
results indicate that the amplitude and frequencies of site response peaks in LVV are strongly controlled by shallow velocity
structure. 相似文献
964.
965.
966.
967.
用小波包识别地震和矿震 总被引:6,自引:0,他引:6
在能检测到天然地震和矿震的区域,这两类地震的快速识别无论对于区域台网和矿区台网都具有现实意义。这两类震动都是非稳态信号,用传统的Fourier变换不能提取出信号的特征信息,小波包分析方法却能很好提取出信号的特征信息。本文提供了一种基于非参数识别算法,即把信号变换到频域,然后再用奇异值分解作为统计工具,提取出信号的特征信息,作为识别天然地震和矿震的识别因子。以辽宁抚顺2001年1月1日到2003年6月30的18个矿震和16个天然地震,以及北京门头沟2001年1月1日到2002年12月31日的15个矿震和14个天然地震为样本,提取出识别因子。最后,用其它的天然地震和矿震资料检验了识别因子的识别率。 相似文献
968.
通过对数字地震台供电系统的需求进行分析,提出了适合于野外观测台站的电源管理模式,指出了供电系统的日常维护要点和具体方法。 相似文献
969.
970.
通过对经济建设与公益事业发展、应急救灾与全民防御、依法行政与主观决策、眼前利益与长治久安等关系的论述,认为,城市经济建设与防震减灾密切相关。论述了防震减灾与兴政安民之间的联系。结合太原市地震局近一年的改革实践,得出只要防震减灾与经济建设工作并肩发展,就能起到了“兴政安民”的作用。 相似文献