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   67篇
  免费   0篇
工业技术   67篇
  2022年   1篇
  2021年   1篇
  2020年   1篇
  2018年   7篇
  2017年   11篇
  2016年   5篇
  2015年   1篇
  2014年   4篇
  2013年   1篇
  2012年   3篇
  2011年   2篇
  2009年   3篇
  2008年   2篇
  2000年   3篇
  1997年   1篇
  1991年   2篇
  1988年   2篇
  1987年   1篇
  1984年   2篇
  1983年   1篇
  1982年   1篇
  1981年   1篇
  1980年   2篇
  1979年   3篇
  1977年   1篇
  1976年   1篇
  1974年   1篇
  1973年   1篇
  1970年   1篇
  1965年   1篇
排序方式: 共有67条查询结果,搜索用时 0 毫秒
1.
IV and radiative characteristics of multilayer quantum-cascade GaAs/AlGaAs heterostructures with a double metal waveguide are investigated. The IV characteristics typical of the quantum-cascade lasers are seen. The observed threshold-intensity growth and narrow radiation spectrum are characteristic of laser generation. The measured radiation frequency was found to be about 3 THz, which coincides with the calculated value. Thus, fully domestic terahertz quantum-cascade lasers are demonstrated for the first time.  相似文献   
2.
3.
4.
5.
6.
Technical Physics Letters - The influence of excitation photons energy on the relaxation times of photoexcited carriers is studied. The involved relaxation mechanisms are evaluated and the...  相似文献   
7.
The conductivity of polycrystalline chalcopyrite (CuFeS2) samples is studied in the temperature range 77–300 K. Some differences in the low-temperature behavior of the conductivity in different samples are observed. The nuclear magnetic resonance spectrum of Cu in the local field in CuFeS2 is studied in detail.  相似文献   
8.
9.
Conclusions 1. The behavior of large-diameter (a shaft diameter of 1 m, a pedestal diameter of 2.2 m, and a length of up to 25 m) cast-in-place piles subject to an increasing crushing load in a stratum of wetted loess soil is characterized, as with small-diameter piles, by a clear-cut transition from an elastic to a plastic state with small settlements (up to 12 mm).2. Pile settlement owing to compression of the shaft is a significant part (0.6) of the total settlement experienced by the pile within the loading range from 0 to Pul.3. Computations of the bearing capacities of piles performed in accordance with an approximate solution of the problem of limiting equilibrium [4, 5] are in good agreement with data obtained from static pile tests in all cases under consideration; this made it possible to use them in designing the Nos. 1 and 3 frames of the plant with a savings of 1.5 million rubles.4. Computations of pile bearing capacities, which are performed in accordance with the plan outlined in Chapter II-17-76 of the Construction Norms and Specifications should be defined more precisely.Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 13–16, March–April, 1977.  相似文献   
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-23

京公网安备 11010802026262号