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101.
102.
晚新生代温泉沉积盆地,是青藏高原腹地在南北向挤压、东西向伸展的构造背景下,沿南北向边界走滑断层,经边界正断层和内部张剪断层的进一步发展而形成的近南北向单断单剪楔形半地堑活动沉积盆地。它可能代表了晚新生代青藏高原第三期强烈挤压隆升事件,是侧向向东剪切挤出的结果。笔者以盆地充填序列和TL、ESR测年资料为主要依据,推测唐古拉山在300~250ka前后全面进入冰冻圈;而以温泉活动沉积盆地为代表的中更新世晚期(224.0~150.2ka)的冰碛一冰水堆积则对应于青藏高原第三期隆升的断陷盆地发育阶段;中更新世晚期一晚更新世中期(144.0~56ka)为湖相沉积;晚更新世中期至今(35~0ka)对应于高原缓慢隆升与夷平发育阶段。长江溯源在35ka切割通天河盆地,形成通天河;而在16kat浸蚀切穿雁石坪一温泉兵站峡谷,形成布曲河。 相似文献
103.
通过对潘西煤矿水文地质条件及开采实际揭露情况综合分析,对奥灰突水机理进行了研究,在此基础上对受奥灰水严重威胁的19层煤的开采提出了防治途径. 相似文献
104.
105.
106.
B. Tapley J. Ries S. Bettadpur D. Chambers M. Cheng F. Condi B. Gunter Z. Kang P. Nagel R. Pastor T. Pekker S. Poole F. Wang 《Journal of Geodesy》2005,79(8):467-478
A new generation of Earth gravity field models called GGM02 are derived using approximately 14 months of data spanning from
April 2002 to December 2003 from the Gravity Recovery And Climate Experiment (GRACE). Relative to the preceding generation,
GGM01, there have been improvements to the data products, the gravity estimation methods and the background models. Based
on the calibrated covariances, GGM02 (both the GRACE-only model GGM02S and the combination model GGM02C) represents an improvement
greater than a factor of two over the previous GGM01 models. Error estimates indicate a cumulative error less than 1 cm geoid
height to spherical harmonic degree 70, which can be said to have met the GRACE minimum mission goals.
Electronic Supplementary Material Supplementary material is available in the online version of this article at 相似文献
107.
2005年5月30日和6月8日,韩国环境部和气象厅分别举行了“韩国气候变化专门委员会”(Korean Panel on Climate Change, KPCC)成立大会,韩国环境部长官郭决镐和气象厅厅长申庆燮参加了成立仪式。 相似文献
108.
Summary ?This study deals with the climatological aspect of seasonal rainfall distribution in the East Asian monsoon region, which
includes China, Korea and Japan. Rainfall patterns in these three countries have been investigated, but little attention has
been paid to the linkages between them. This paper has contributed to the understanding of the inter-linkage of various sub-regions.
Three datasets are used. One consists of several hundred gauges from China and South Korea. The second is based on the Climate
Prediction Center (CPC) Merged Analysis of Precipitation (CMAP). The two sources of precipitation information are found to
be consistent. The third dataset is the NCEP/NCAR reanalysis 850-hPa winds.
The CMAP precipitation shows that the seasonal transition over East Asia from the boreal winter to the boreal summer monsoon
component occurs abruptly in mid-May. From late March to early May, the spring rainy season usually appears over South China
and the East China Sea, but it is not so pronounced in Japan. The summer monsoon rainy season over East Asia commonly begins
from mid-May to late May along longitudes of eastern China, the Korean Peninsula, and Japan. A strong quasi-20-day sub-seasonal
oscillation in the precipitation appears to be dominant during this rainy season. The end date of the summer monsoon rainy
season in eastern China and Japan occurs in late July, while the end date in the Korean Peninsula is around early August.
The autumn rainy season in the Korean Peninsula has a major range from mid-August to mid-September. In southern China, the
autumn rainy season prevails from late August to mid-October but a short autumn rainy season from late August to early September
is noted in the lower part of the Yangtze River. In Japan, the autumn rainy season is relatively longer from mid-September
to late October.
The sub-seasonal rainfall oscillation in Korea, eastern China and Japan are explained by, and comparable to, the 850-hPa circulation.
The strong westerly frontal zone can control the location of the Meiyu, the Changma, and the Baiu in East Asia. The reason that the seasonal sea surface temperature change in the northwestern Pacific plays a critical role
in the northward advance of the onset of the summer monsoon rainfall over East Asia is also discussed.
Received October 5, 2001; revised April 23, 2002; accepted May 11, 2002 相似文献
109.
地震作用下的灰坝液化特征及其动力稳定性分析--以安阳电厂为例 总被引:1,自引:0,他引:1
根据安阳电厂灰坝岩土工程性质及其动力学特性,建立了适合灰坝工程的动力分析模型并采用有限元法进行了动力分析.在此基础上,在不同工况条件下对灰坝进行了抗液化安全评价及抗震稳定性分析.研究表明,在不设碎石桩、无排渗体条件下,粉煤灰子坝的抗液化安全系数Ks<1.25,将发生液化;在设碎石桩、有排渗体条件下,粉煤灰子坝的抗液化安全系数明显提高,Ks≥1.25,不会发生液化.抗震稳定性分析表明,在上述两种工况条件下灰坝是稳定的. 相似文献
110.