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   25823篇
  免费   1694篇
  国内免费   1125篇
测绘学   1358篇
大气科学   910篇
地球物理   3211篇
地质学   3522篇
海洋学   1256篇
天文学   16958篇
综合类   514篇
自然地理   913篇
  2024年   58篇
  2023年   129篇
  2022年   334篇
  2021年   336篇
  2020年   354篇
  2019年   473篇
  2018年   294篇
  2017年   343篇
  2016年   364篇
  2015年   498篇
  2014年   487篇
  2013年   508篇
  2012年   553篇
  2011年   600篇
  2010年   570篇
  2009年   1935篇
  2008年   1865篇
  2007年   2156篇
  2006年   2121篇
  2005年   1935篇
  2004年   2074篇
  2003年   1778篇
  2002年   1554篇
  2001年   1316篇
  2000年   1132篇
  1999年   1042篇
  1998年   1212篇
  1997年   374篇
  1996年   224篇
  1995年   381篇
  1994年   397篇
  1993年   218篇
  1992年   146篇
  1991年   132篇
  1990年   114篇
  1989年   178篇
  1988年   107篇
  1987年   95篇
  1986年   90篇
  1985年   46篇
  1984年   32篇
  1983年   27篇
  1980年   8篇
  1978年   4篇
  1977年   7篇
  1976年   3篇
  1954年   3篇
  1905年   3篇
  1900年   3篇
  1897年   7篇
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
1.
2.
Forests in the Southeastern United States are predicted to experience future changes in seasonal patterns of precipitation inputs as well as more variable precipitation events. These climate change‐induced alterations could increase drought and lower soil water availability. Drought could alter rooting patterns and increase the importance of deep roots that access subsurface water resources. To address plant response to drought in both deep rooting and soil water utilization as well as soil drainage, we utilize a throughfall reduction experiment in a loblolly pine plantation of the Southeastern United States to calibrate and validate a hydrological model. The model was accurately calibrated against field measured soil moisture data under ambient rainfall and validated using 30% throughfall reduction data. Using this model, we then tested these scenarios: (a) evenly reduced precipitation; (b) less precipitation in summer, more in winter; (c) same total amount of precipitation with less frequent but heavier storms; and (d) shallower rooting depth under the above 3 scenarios. When less precipitation was received, drainage decreased proportionally much faster than evapotranspiration implying plants will acquire water first to the detriment of drainage. When precipitation was reduced by more than 30%, plants relied on stored soil water to satisfy evapotranspiration suggesting 30% may be a threshold that if sustained over the long term would deplete plant available soil water. Under the third scenario, evapotranspiration and drainage decreased, whereas surface run‐off increased. Changes in root biomass measured before and 4 years after the throughfall reduction experiment were not detected among treatments. Model simulations, however, indicated gains in evapotranspiration with deeper roots under evenly reduced precipitation and seasonal precipitation redistribution scenarios but not when precipitation frequency was adjusted. Deep soil and deep rooting can provide an important buffer capacity when precipitation alone cannot satisfy the evapotranspirational demand of forests. How this buffering capacity will persist in the face of changing precipitation inputs, however, will depend less on seasonal redistribution than on the magnitude of reductions and changes in rainfall frequency.  相似文献   
3.
Studying seismic wave propagation across rock masses and the induced ground motion is an important topic, which receives considerable attention in design and construction of underground cavern/tunnel constructions and mining activities. The current study investigates wave propagation across a rock mass with one fault and the induced ground motion using a recursive approach. The rocks beside the fault are assumed as viscoelastic media with seismic quality factors, Qp and Qs. Two kinds of interactions between stress waves and a discontinuity and between stress waves and a free surface are analyzed, respectively. As the result of the wave superposition, the mathematical expressions for induced ground vibration are deduced. The proposed approach is then compared with the existing analysis for special cases. Finally, parametric studies are carried out, which includes the influences of fault stiffness, incident angle, and frequency of incident waves on the peak particle velocities of the ground motions.  相似文献   
4.
5.
6.
7.
8.
9.
10.
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