首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   78122篇
  免费   739篇
  国内免费   1358篇
测绘学   2765篇
大气科学   5759篇
地球物理   14544篇
地质学   30365篇
海洋学   5995篇
天文学   14653篇
综合类   2343篇
自然地理   3795篇
  2022年   380篇
  2021年   667篇
  2020年   713篇
  2019年   767篇
  2018年   6088篇
  2017年   5283篇
  2016年   4368篇
  2015年   1220篇
  2014年   1857篇
  2013年   2935篇
  2012年   2795篇
  2011年   4933篇
  2010年   4003篇
  2009年   4861篇
  2008年   4107篇
  2007年   4603篇
  2006年   2311篇
  2005年   1845篇
  2004年   2062篇
  2003年   1954篇
  2002年   1734篇
  2001年   1364篇
  2000年   1284篇
  1999年   1022篇
  1998年   1076篇
  1997年   959篇
  1996年   843篇
  1995年   797篇
  1994年   700篇
  1993年   616篇
  1992年   605篇
  1991年   605篇
  1990年   634篇
  1989年   505篇
  1988年   520篇
  1987年   544篇
  1986年   501篇
  1985年   641篇
  1984年   694篇
  1983年   622篇
  1982年   594篇
  1981年   542篇
  1980年   502篇
  1979年   506篇
  1978年   483篇
  1977年   384篇
  1976年   372篇
  1975年   377篇
  1974年   331篇
  1973年   369篇
排序方式: 共有10000条查询结果,搜索用时 500 毫秒
151.
152.
153.
154.
On July 19, 2006, several sediment-related disasters (debris flows and landslides) occurred in Okaya and Suwa, Nagano Prefecture, Japan. In Okaya, neither the municipal government nor the residents had expected such a disaster, and they were unprepared. No evacuation of the population took place prior to the disaster, and two debris flows killed eight people. Another debris flow struck a retirement home. Fortunately, the first-floor residents could be evacuated to the second floor. In contrast, the nearby town of Suwa was evacuated voluntarily before the debris flow struck, and no fatalities occurred. This paper describes the situation at the time of the disaster, the evacuations in Okaya and in Suwa, and their consequences from the point of view of disaster-prevention personnel and retirement-home staff. Factors that should be considered in formulating warning and evacuation systems in response to sediment-related disasters are discussed.  相似文献   
155.
Site response studies in Agartala Urban agglomeration   总被引:1,自引:0,他引:1  
A systematic investigation using digital microearthquake recorders with short period SS-1 seismometers, covering 76 sites in and around Agartala city, has been carried out for site response (SR) studies in the area. In the northern part of the area, SR varies from 1.15 to 1.85 corresponding to peak frequency 0.76 to 0.93 Hz where soil is mostly semi-consolidated and stiffer than recent Quaternary deposits (Haora River formation). In the southern part of the area, SR varies from 1.12 to 2.42 corresponding to peak frequency from 0.71 to 0.85 Hz within the Dupitila formation (early Quaternary). It is observed that estimated SR from H/V increases from edges to middle of the Haora River valley and impedance contrast fallows the similar trend. This reflects that site response by H/V is influenced by impedance contrast, whereas computed amplification from 1-D model shows opposite trend. The maximum amplification at fundamental frequency of resonance, 1.04 Hz estimated from H/V by near to BH-7, is 2.5 times greater than the impedance contrast/ratio derived from 1-D model for same location. Relationship between resonance frequency and depth was obtained by applying quarter wavelength and Bard (2000) methodologies, which shows linearity, whereas H/V shows its nonlinearity characteristic in soil across the valley part of Haora River. Shear wave velocities, and subsequently, SPT index and factor of safety (by cyclic stress approach) were estimated from geotechnical parameters. Vs30 and site response data were used in this study for getting a first hand information about soil stiffness condition in the area. The estimation of SPT index and factor of safety could be a useful tool for delineating liquefied and none liquefied zones at various depth levels, especially where water table exists at a very shallow level. The expected liquefiable zone was observed at depths varying from 6–25 m beneath the soil bearing zones where percentage of fines is estimated to be more than 35% for the area. This knowledge about subsurface soil characteristics will be useful for the civil engineers/city planners, which can be taken into account at the time of constructing earthquake-resistant structures in the area.  相似文献   
156.
Studies of three deposits of neo-Archean banded iron formations from the West Karelian domain (the Kostomuksha deposit) and from the Central Kola block (the Olenegorsk and Kirovogorsk deposits) showed a pronounced difference in the isotope compositions of Nd from quartz and magnetite–hematite interlayers. The less radiogenic Nd of iron-containing layers compared to that of the quartz component may be considered as an indication of the formation mechanism of the treated banded iron formations. Thus, silicon-containing layers are related to submarine volcanism and iron was supplied to the sedimentation zone from other sources.  相似文献   
157.
158.
Sea ice in the western Antarctic Peninsula (WAP) region is both highly variable and rapidly changing. In the Palmer Station region, the ice season duration has decreased by 92 d since 1978. The sea-ice...  相似文献   
159.
160.
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号