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   477139篇
  免费   5636篇
  国内免费   1573篇
电工技术   9232篇
综合类   517篇
化学工业   68463篇
金属工艺   18247篇
机械仪表   14801篇
建筑科学   11478篇
矿业工程   1836篇
能源动力   12736篇
轻工业   40008篇
水利工程   4431篇
石油天然气   6540篇
武器工业   80篇
无线电   63262篇
一般工业技术   92340篇
冶金工业   90455篇
原子能技术   9520篇
自动化技术   40402篇
  2021年   3913篇
  2020年   2913篇
  2019年   3660篇
  2018年   6238篇
  2017年   6324篇
  2016年   6618篇
  2015年   4249篇
  2014年   7420篇
  2013年   21341篇
  2012年   11768篇
  2011年   16176篇
  2010年   12858篇
  2009年   14584篇
  2008年   15611篇
  2007年   15496篇
  2006年   13958篇
  2005年   12514篇
  2004年   12112篇
  2003年   12220篇
  2002年   11429篇
  2001年   11851篇
  2000年   11190篇
  1999年   11741篇
  1998年   29056篇
  1997年   20412篇
  1996年   15796篇
  1995年   12147篇
  1994年   10817篇
  1993年   10704篇
  1992年   7969篇
  1991年   7579篇
  1990年   7322篇
  1989年   6892篇
  1988年   6660篇
  1987年   5779篇
  1986年   5612篇
  1985年   6379篇
  1984年   5903篇
  1983年   5478篇
  1982年   5139篇
  1981年   5083篇
  1980年   4876篇
  1979年   4648篇
  1978年   4310篇
  1977年   5208篇
  1976年   6785篇
  1975年   3863篇
  1974年   3777篇
  1973年   3773篇
  1972年   3130篇
排序方式: 共有10000条查询结果,搜索用时 16 毫秒
91.
Containment structures have several regions in which the continuity of the cylindrical pressure boundary is interrupted, e.g., shell penetrations, discontinuous stiffeners, and changes in the shell thickness. Significant strain concentrations can occur in these areas of discontinuity. The Sandia National Laboratories 1:8-scale steel containment equipment hatch was analyzed as an example of an eccentricity at a stiffener intersection.A portion of the as-built 1:8-scale model was modeled with the ANSYS general purpose finite element program using triangular, thin shell finite elements. The overall size of the model was determined from Saint-Venant type considerations of the stress field around the hatch. Shell elements were used to model the ring and formed stiffeners. Geometric and material nonlinear behavior were included. The model was loaded using discrete load steps up to a pressure of 165 psig. At this pressure, the maximum strain was 19.7 percent in the formed stiffener near its intersection with the ring stiffener. The finite element solution demonstrated the very localized nature of the strain field near the ring/formed stiffener intersection.In an attempt to reduce analysis costs, a small portion of the 1:8-scale model immediately surrounding the ring/formed stiffener intersection was selected for further analysis. Two smaller models, a ring/formed stiffener intersection and a ring/circular stiffener intersection, were studied. The models were significantly smaller than the regions used previously. A comparison of the two intersection models showed that the circular stiffener is a more efficient configuration.  相似文献   
92.
93.
94.
95.
96.
Translated from Atomnaya Énergiya, Vol. 67, No. 2, pp. 97–100, August, 1989.  相似文献   
97.
98.
99.
Copolyesters containing poly(ethylene terephthalate) and poly(hexamethylene terephthalate) (PHT) were prepared by a melt condensation reaction. The copolymers were characterised by infrared spectroscopy and intrinsic viscosity measurements. The density of the copolyesters decreased with increasing percentage of PHT segments in the backbone. Glass transition temperatures (Tg). melting points (Tm) and crystallisation temperatures (Tc) were determined by differential scanning calorimetry. An increase in the percentage of PHT resulted in decrease in Tg, Tm and Tc. The as-prepared copolyesters were crystalline in nature and no exotherm indicative of cold crystallisation was observed. The relative thermal stability of the polymers was evaluated by dynamic thermogravimetry in a nitrogen atmosphere. An increase in percentage of PHT resulted in a decrease in initial decomposition temperature. The rate of crystallisation of the copolymers was studied by small angle light scattering. An increase in percentage of PHT resulted in an increase in the rate of crystallisation.  相似文献   
100.
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