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   659篇
  免费   21篇
  国内免费   5篇
电工技术   9篇
综合类   1篇
化学工业   139篇
金属工艺   8篇
机械仪表   6篇
建筑科学   44篇
能源动力   11篇
轻工业   76篇
水利工程   11篇
无线电   46篇
一般工业技术   111篇
冶金工业   152篇
原子能技术   5篇
自动化技术   66篇
  2022年   7篇
  2021年   6篇
  2019年   8篇
  2018年   7篇
  2017年   8篇
  2016年   8篇
  2015年   18篇
  2014年   16篇
  2013年   27篇
  2012年   26篇
  2011年   19篇
  2010年   26篇
  2009年   19篇
  2008年   29篇
  2007年   32篇
  2006年   25篇
  2005年   16篇
  2004年   25篇
  2003年   11篇
  2002年   15篇
  2001年   12篇
  2000年   14篇
  1999年   13篇
  1998年   53篇
  1997年   37篇
  1996年   21篇
  1995年   18篇
  1994年   8篇
  1993年   15篇
  1991年   4篇
  1990年   12篇
  1989年   6篇
  1988年   4篇
  1987年   5篇
  1986年   3篇
  1985年   8篇
  1984年   4篇
  1981年   4篇
  1980年   6篇
  1978年   4篇
  1977年   10篇
  1976年   11篇
  1975年   4篇
  1974年   5篇
  1973年   7篇
  1971年   7篇
  1970年   3篇
  1967年   7篇
  1966年   4篇
  1903年   2篇
排序方式: 共有685条查询结果,搜索用时 491 毫秒
91.
Erörterung der physikalischen Verhältnisse an den Düsenmündungen, Ableitung der Strömungsgesetze unter Berücksichtigung der Reibung, Berechnung der erforderlichen Druckverhältnisse und Rohrquerschnitte. Auslegung, Projektierung und Optimierung von Düsen für die Praxis. Betriebskennlinienumrechnung auf verschiedene Gasarten. Vorgehen bei der Auswertung von Meßergebnissen. Bestimmung von Reibungsbeiwerten. Vergleich der Verhältnisse bei reibungsbehafteter (wirklicher) Strömung und einer gedachten reibungsfreien (isentropen) Strömung.  相似文献   
92.
A technique was evaluated for the scrubbing or cleansing of excavated soils contaminated by spilled or released hazardous substances. Laboratory tests were conducted with three separate pollutants (phenol, arsenic trioxide, and polychlorinated biphenyls [PCB's]) and two soils of significantly different character (sand/gravel/silt/clay and organic loam).The tests show that scrubbing of excavated soil on site is an efficient approach for freeing soils of certain contaminants but that the effectiveness depends on the washing fluid (water + additives) and on the soil composition and particle-size distribution. Based on the test results, a full-scale, field-use, prototype system was designed, engineered, fabricated, assembled, and briefly tested under conditions where large (?2.5 cm) objects were removed by a bar screen. The unit is now ready for field demonstrations.The system includes two major soil scrubbing components: a water-knife stripping and soaking unit of novel design for disintegrating the soil fabric (matrix) and solubilizing the contaminant from the larger particles (?2 mm) and an existing, but re-engineered, four-stage countercurrent extractor for freeing the contaminants from smaller particles (<2 mm). The processing rate of the system is 2.3 to 3.8 m3/hr (4 to 5 yd3/hr), though the water-knife unit (used alone) can process 11.5 to 13.5 m3/hr (15 to 18 yd3/hr). The complete system requires auxiliary equipment, such as the EPA-ORD physical/chemical treatment trailer, to process the wastewater for recycling; under some circumstances, provision must be made to confine and treat released gases and mists. Treatment residues consist of skimmings from froth flotation, fine particles discharged with the used washing fluids, and spent carbon. The principal limiting constraint on the treatability of soils is clay content (high weight-percent), since breaking down and efficiently treating consolidated clays is impractical or not economically attractive. Most inorganic compounds. almost all water soluble or readily oxidizable organic chemicals, and some partially miscible-in-water organics can be treated with water or water plus an additive.During limited laboratory extraction tests, phenol was very efficiently removed from both organic and inorganic soils, whereas PCB and arsenic clung more tenaciously to the soils and were released less readily into the washing fluids. The extent to which the system has practical, cost-effective utility in a particular situation cannot be determined until preliminary, bench-scale lab work has been performed and acceptable limits of residual concentrations in the washed soil are adopted. Laboratory tests show that soil scrubbing has the capability of vastly speeding up the release of chemicals from soils, a process that occurs very slowly under natural leaching conditions.Note that this system requires excavation of the soil, which can subsequently be replaced or transported to a low-grade landfill. In situ washing of contaminated soil, a process in which the contaminated area is isolated for example, by grouting, and then water-flushed with removal of the wash water at a well-point is an alternative. The overall efficiency of the soil washing system is greater than that currently being achieved by in situ methods.Based on the laboratory program, a series of steps (water-knife size reduction; soaking; countercurrent extraction; hydrocyclone separation; and waste fluid treatment for reuse) was selected as the most suitable process sequence for the prototype system. The system was constructed for the U.S. (EPA) and is now being subjected to field evaluation. However, soils rich in humus, organic detritus, and vegetative matter can present special problems in the extraction of certain hazardous substances, which may not partition between the solid and fluid phases to a practical and necessary extent.  相似文献   
93.
Dr. R. Scholz 《Computing》1984,32(4):297-306
The penalty method is used to compute approximations of the solution of the obstacle problem. By coupling the penalty parameter ε and the discretization parameterh quasi-optimal error estimates in the energy-norm are derived.  相似文献   
94.
Thin-layer Chromatography in the Wax Analysis: The Identification of Wax Alcohols and Acids A thin-layer chromatographic method employing the following conditions has been developed for the separation of wax alcohols and acids. Adsorbent: Kieselgur G; impregnating solution: 0.5 vol% silicon oil + 10 vol% tetradecane in petroleum ether; stationary phase: tetradecane-silicon oil (Bayer PN 1000); C14 to C24: temperature 42° C; mobile phase: 90 vol% acetic acid, which is completely saturated with pure tetradecane at 42° C; C22 to C40: temperature 60° C; mobile phase: 96 vol% acetic acid, which is completely saturated with pure tetradecane at 60° C; detecting agent: 10% aqueous sodium hydroxide solution mixed with an equal volume of 0.1 molar (1.6%) aqueous potassium permanganate solution.  相似文献   
95.
96.
Adolf Scholz 《Fuel》1980,59(3):197-200
If coal is heated to 900 °C, in the absence of air the organic coal substance and the associated mineral matter are decomposed. The analytically determined volatile-matter yield includes the volatile decomposition products of both the coal substance and the minerals. The correlation between mineral matter and ash and the volatile-matter yield is derived, and its accuracy shown by evaluation of test results. Methods are proposed for calculating a value for the volatile matter dmmf for coals of a particular mine. Various formulae for calculating the volatile matter of coals to dmmf basis are critically considered. Finally, a generally applicable equation for calculating dmmf volatile matter is derived which can be used for classification.  相似文献   
97.
98.
99.
The treatment planning approach used within the heavy ion tumour therapy project at GSI Darmstadt includes a biological optimisation, which is based on a biophysical model, the Local Effect Model (LEM). Here we show that the predictions of the LEM are in good agreement with clinical data obtained at the HIMAC in Chiba for the treatment of non-small-cell lung cancer, and the steep dose response for carbon ions is reproduced correctly. This steeper increase corresponds to an increasing RBE with increasing dose, which apparently is in contradiction to the systematics observed in general for in vitro measurements. A possible explanation of this discrepancy is based on the interindividual variation of photon sensitivity.  相似文献   
100.
Design and construction of a new bridge for the Berlin underground to replace an old structure under high time pressure. This paper is about the design and construction of a new bridge for the underground in Berlin. A new structure was necessary due to insufficient stability and serviceability of the old one. The project had to be carried out under high time pressure to avoid a decommissioning of the underground traffic. As a result of this the planning and execution phases were significantly reduced. Besides, the client provided the construction firm with the structural steel to be used for the superstructure, a potential for conflict that would need to be tackled. The project will be described from the design point of view.  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