首页 | 官方网站   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   401590篇
  免费   5359篇
  国内免费   1348篇
工业技术   408297篇
  2021年   3866篇
  2020年   2945篇
  2019年   3809篇
  2018年   6494篇
  2017年   6484篇
  2016年   6930篇
  2015年   4323篇
  2014年   7152篇
  2013年   20048篇
  2012年   11425篇
  2011年   15281篇
  2010年   12158篇
  2009年   13728篇
  2008年   14059篇
  2007年   13825篇
  2006年   12418篇
  2005年   11116篇
  2004年   10506篇
  2003年   10420篇
  2002年   9828篇
  2001年   9736篇
  2000年   9135篇
  1999年   9524篇
  1998年   24330篇
  1997年   16713篇
  1996年   12806篇
  1995年   9523篇
  1994年   8364篇
  1993年   8345篇
  1992年   6008篇
  1991年   5647篇
  1990年   5633篇
  1989年   5257篇
  1988年   4979篇
  1987年   4371篇
  1986年   4254篇
  1985年   4771篇
  1984年   4379篇
  1983年   3946篇
  1982年   3611篇
  1981年   3686篇
  1980年   3399篇
  1979年   3306篇
  1978年   3304篇
  1977年   3719篇
  1976年   4824篇
  1975年   2836篇
  1974年   2637篇
  1973年   2705篇
  1972年   2267篇
排序方式: 共有10000条查询结果,搜索用时 578 毫秒
71.
72.
Site-specific seismic hazard analysis is crucial for designing earthquake resistance structures, particularly in seismically active regions. Shear wave velocity ( V S) is a key parameter in such analysis, although the economy and other factors restrict its direct field measurement in many cases. Various V S–SPT– N correlations are routinely incorporated in seismic hazard analysis to estimate the value of V S. However, many uncertainties question the reliability of these estimated V S values. This paper comes up with a statistical approach to take care of such uncertainties involved in V S calculations. The measured SPT– N values from all the critical boreholes were converted into statistical parameters and passed through various correlations to estimate V S at different depths. The effect of different soil layers in the boreholes on the Vs estimation was also taken into account. Further, the average shear wave velocity of the top 30 m soil cover ( V S30) is estimated after accounting for various epistemic and aleatoric uncertainties. The scattering nature of the V S values estimated using different V SN correlations was reduced significantly with the application of the methodology. Study results further clearly demonstrated the potential of the approach to eliminate various uncertainties involved in the estimation of V S30 using general and soil-specific correlations.  相似文献   
73.
Interaction of molybdenyl(VI) bis(acetylacetonate) with polyphenylsiloxane in xylene and under mechanochemical activation conditions has been investigated. The interaction in solution proceeds with splitting of the siloxane bond and formation of polymolybdenum(VI) phenylsiloxane with different silicon/metal ratios. The fractions with the silicon/metal ratio < 2 are characterized with high degree of crystallinity and low solubility, whereas those with the ratio > 2 are amorphous. The interaction of the above reagents under mechanical activation conditions proceeds with the formation of soluble polymers similar to those obtained in a solution with the silicon/molybdenum ratio equal to 2.6. The crystal chemistry parameters of the fraction obtained in solution with the ratio Si/Mo equals to 1:2 have been calculated on the basis of the X-ray diffraction analysis data using the Debye–Shearer equation. It has been demonstrated that the chain cross section found using the Miller–Boyer method coincides with that calculated geometrically on the basis of literature data on bond lengths and angles. It is shown that the interaction of molybdenyl(VI) bis(acetylacetonate) with polyphenylsiloxane takes place in solution more deeply than under the conditions of mechanochemical activation and is accompanied by the process of separation siloxanes connection. This leads to the formation of a fraction with smaller ratio of substances than the initial ratio.  相似文献   
74.
75.
Combustion, Explosion, and Shock Waves - This paper presents an analytical review of modern quasihomogeneous and discrete models of gasless combustion. Particular attention is given to experiments...  相似文献   
76.
77.
78.
79.
80.
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-23

京公网安备 11010802026262号