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   1172篇
  免费   71篇
  国内免费   10篇
测绘学   135篇
大气科学   71篇
地球物理   273篇
地质学   368篇
海洋学   124篇
天文学   177篇
综合类   6篇
自然地理   99篇
  2023年   5篇
  2022年   6篇
  2021年   29篇
  2020年   12篇
  2019年   25篇
  2018年   39篇
  2017年   41篇
  2016年   60篇
  2015年   38篇
  2014年   32篇
  2013年   71篇
  2012年   49篇
  2011年   60篇
  2010年   62篇
  2009年   72篇
  2008年   52篇
  2007年   54篇
  2006年   45篇
  2005年   27篇
  2004年   58篇
  2003年   40篇
  2002年   37篇
  2001年   33篇
  2000年   39篇
  1999年   32篇
  1998年   27篇
  1997年   28篇
  1996年   24篇
  1995年   14篇
  1994年   7篇
  1993年   8篇
  1991年   10篇
  1990年   7篇
  1989年   3篇
  1988年   7篇
  1987年   3篇
  1986年   4篇
  1985年   6篇
  1984年   9篇
  1983年   13篇
  1982年   6篇
  1981年   8篇
  1980年   5篇
  1979年   6篇
  1978年   3篇
  1977年   4篇
  1976年   6篇
  1975年   4篇
  1974年   7篇
  1973年   3篇
排序方式: 共有1253条查询结果,搜索用时 15 毫秒
81.
The problem is not uncertainty—proposed here as an inevitable condition—but the chimera of certainty asserted by most contemporary researchers. Problems of data definition, collection, and their use are reviewed in terms of spatial epidemiology and health data with examples drawn from several areas of contemporary health research. The argument is that preconceptions limit data modeled in a manner assuming its completeness. The result, as the West Nile Virus example seeks to demonstrate, may obscure other patterns and limit avenues of research.  相似文献   
82.
The dynamic response of offshore wind turbines is affected by the properties of the foundation and the subsoil. The aim of this paper is to evaluate the dynamic soil–structure interaction of suction caissons for offshore wind turbines. The investigations include evaluation of the vertical and coupled sliding–rocking vibrations, influence of the foundation geometry and examination on the properties of the surrounding soil. The soil is simplified as a homogenous linear viscoelastic material and the dynamic stiffness of the suction caisson is expressed in terms of dimensionless frequency‐dependent coefficients corresponding to different degrees of freedom. The dynamic stiffness coefficients for the skirted foundation are evaluated using a three‐dimensional coupled boundary element/finite element model. Comparisons with known analytical and numerical solutions indicate that the static and dynamic behaviours of the foundation are predicted accurately using the applied model. The analysis has been carried out for different combinations of the skirt length, Poisson's ratio of the subsoil and the ratio of the soil stiffness to the skirt stiffness. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   
83.
84.
85.
86.
87.
88.
89.
90.
A New Lichenometric Dating Curve For Southeast Iceland.   总被引:2,自引:0,他引:2  
This paper presents a new lichenometric dating curve for southeast Iceland. The temporal framework for the curve is based on reliably dated surfaces covering the last 270 years, making it the best constrained study of this nature conducted in Iceland. The growth of lichen species within Rhizocarpon Section Rhizocarpon is non-linear over time, with larger (older) thalli apparently growing more slowly. The linear 'growth' curves derived previously by former authors working in Iceland represent only part of a curve which has an overall exponential form. Reasons for the non-linearity of the new dating curve are probably physiological, although climatic change over the last three centuries cannot be ruled out. Use of linear 'growth' curves in Iceland is problematic over time-spans of more than c . 80 years. Pre-20th century moraines dated using a constant, linear relationship between lichen size and age are probably older than previously believed. Those moraines lichenometrically 'dated' to the second half of the 19th century in Iceland may actually pre-date this time by several decades (30–100 years), thus throwing doubt on the exact timing of maximum glaciation during the 'Little Ice Age'.  相似文献   
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