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991.
N. C. Lind H. P. Hong 《Stochastic Environmental Research and Risk Assessment (SERRA)》1991,5(1):77-87
The method of Relative Entropy with Fractile constraints (REF method) is explained and applied to model extreme compound hydrological phenomena, such as extreme sea levels under storm conditions. Also presented is a simple method of Tail Entropy Approximation (TEA), which amounts to a correction of traditional statistical estimates for extreme observations.Distribution assumptions are necessary but downplayed in the REF method, relegating the prior distribution to the role of an extrapolation function. The estimates are objective in an information-theoretical sense. They also satisfy a strict requirement of self-consistency that is generally not satisfied by standard statistical methods: invariance under monotonic transformations of the random variable.Historical records of storm surge levels in the Netherlands and annual maximum tidal heights for Sheerness, UK, are used as examples. Comparison is made with distributions obtained using other methods.It is concluded that the tail entropy approximation provides simple, objective estimates of extremes in the tail beyond the range of observations. 相似文献
992.
993.
994.
(金星,瘳振鹏)Theoreticalresearchonintensityenvelopefunctionofstronggroundmotion¥XingJINandZhen-PengLIAO(InstituteofEngineeringMech... 相似文献
995.
996.
本文在时域、频域范围内,对直记式QZY型(中国)、SMA—1型(美国)、SMAC—B2型(日本)强震加速度仪的动态特性进行了分析,给出了评价系统跟踪和复现地震加速度信号的快速性、平稳性和准确性的动态性能指标.在此基础上,分析和讨论了直记式加速度仪的高频误差,给出了系统幅频,相频相对畸变误差公式和系统参数设置的误差估计方法,计算了加速度仪系统的高频误差分布.最后,讨论了高频误差的校正方法. 相似文献
997.
床板珊瑚地史分布与纬度的关系 总被引:1,自引:0,他引:1
现代造礁珊瑚多分布于赤道两侧,南北纬30度范围内,而古生代床板珊瑚的分布与当时的纬度关系也十分密切,大量统计资料表明,自中奥陶世到二叠纪床板珊瑚分布范围自北向南迁移。推测地球绕太阳公转过程中黄赤交角不断发生变化。据初步统计,自中奥陶世到现在,地球古赤道位置变化幅度为50度,其中古生代移动20度,平均每百万年移动0.085度;中生代到现在移动30度,平均每百万年移动0.12度。这种变化规律同样得到古植物、古脊椎动物分布变化的证实,并且与古地磁测试结果基本吻合。除此之外,床板珊瑚的分布还受到地壳拉张或挤压及升降运动的影响。 相似文献
998.
讨论了DPP100-3型钻机在改型设计中动力匹配,改换汽车底盘的轴荷分配,改装部分的传动装置布置等,主要以选用CA141S型汽车底盘的改型设计为例进行说明。 相似文献
999.
Temporal variations in bedload transport rates that occur at a variety of timescales, even under steady flow conditions, are accepted as an inherent component of the bedload transport process. Rarely, however, has the cause of such variations been explained clearly. We consider three data sets, obtained from laboratory experiments, that refer to measurements of bedload transport made with continuously recording bedload traps. Each data set is characterized by a predominant low-frequency oscillation, on which additional higher-frequency oscillations generally are superimposed. The period of these oscillations, as isolated through the use of spectral analysts, ranged between 0·47 and 168 minutes, and was associated unequivocally with the migration of bedforms such as ripples, dunes, and bars. The extent to which such oscillatory behaviour may be recognized in a data set depends on the duration of sampling and the length of the sampling time, with respect to the period of a given bedform. Several theoretical probability distribution functions have been developed to describe the frequency distributions of (relative) bedload transport rates that are associated with the migration of bedforms (Einstein, 1937b; Hamamori, 1962; Carey and Hubbell, 1986). These distribution functions were derived without reference to a sampling interval. We present a modification of Hamamori's (1962) probability distribution function, generated by Monte Carlo simulation, which permits one to specify the sampling interval, in relation to the length of a bedform. Comparisons between the simulated and observed frequency distributions, that were undertaken on the basis of the data described herein, are good (significant at the 90 per cent confidence level). Finally, the implications that temporal variability, which is associated with the migration of bedforms, have for the accurate determination of bedload transport rates are considered. 相似文献
1000.
Summary A two dimensional finite element procedure is applied to simulate a coal mining excavation sequence. A procedure with linear solution steps is developed and applied to an idealized mountain cross-section with exceptionally thick coal seams and large dip angle. The results provide information on pillar pressure, floor and roof stability, displacement characteristics and surface subsidence.The results presented here were obtained in the course of research sponsored by the Department of Energy, Mines and Resources, Grant No. 69-2570. 相似文献