全文获取类型
收费全文 | 262047篇 |
免费 | 4313篇 |
国内免费 | 1820篇 |
专业分类
电工技术 | 5433篇 |
技术理论 | 5篇 |
综合类 | 1164篇 |
化学工业 | 42230篇 |
金属工艺 | 11031篇 |
机械仪表 | 7753篇 |
建筑科学 | 6679篇 |
矿业工程 | 1660篇 |
能源动力 | 5620篇 |
轻工业 | 25921篇 |
水利工程 | 2915篇 |
石油天然气 | 5999篇 |
武器工业 | 244篇 |
无线电 | 27841篇 |
一般工业技术 | 49370篇 |
冶金工业 | 47617篇 |
原子能技术 | 5617篇 |
自动化技术 | 21081篇 |
出版年
2021年 | 2498篇 |
2019年 | 2143篇 |
2018年 | 3401篇 |
2017年 | 3375篇 |
2016年 | 3730篇 |
2015年 | 2811篇 |
2014年 | 4609篇 |
2013年 | 11434篇 |
2012年 | 7752篇 |
2011年 | 10285篇 |
2010年 | 8201篇 |
2009年 | 8744篇 |
2008年 | 9577篇 |
2007年 | 9684篇 |
2006年 | 8504篇 |
2005年 | 7443篇 |
2004年 | 6695篇 |
2003年 | 6243篇 |
2002年 | 6246篇 |
2001年 | 6344篇 |
2000年 | 5934篇 |
1999年 | 5894篇 |
1998年 | 12872篇 |
1997年 | 9559篇 |
1996年 | 7290篇 |
1995年 | 5538篇 |
1994年 | 5091篇 |
1993年 | 4963篇 |
1992年 | 3957篇 |
1991年 | 3753篇 |
1990年 | 3829篇 |
1989年 | 3776篇 |
1988年 | 3534篇 |
1987年 | 3023篇 |
1986年 | 3053篇 |
1985年 | 3410篇 |
1984年 | 3324篇 |
1983年 | 3075篇 |
1982年 | 2701篇 |
1981年 | 2906篇 |
1980年 | 2646篇 |
1979年 | 2841篇 |
1978年 | 2737篇 |
1977年 | 2841篇 |
1976年 | 3695篇 |
1975年 | 2457篇 |
1974年 | 2290篇 |
1973年 | 2320篇 |
1972年 | 1981篇 |
1971年 | 1785篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
991.
1. | Increasing the concentration of manganese to 1.0% in steel 10KhSND increases the ultimate strength without changing the yield point. |
2. | An increase in the ultimate strength and the yield point while maintaining the same levels of ductility can be achieved by adding 0.03–0.07% Ti to steel 10KhSND. In order to increase the strength of steel 10KhSND in the hot-rolled condition, we recommend the addition of Ti in amounts close to the maximum allowable according to State Standard 19282-73 (0.03%). |
3. | The increased strength of steel 10KhSND containing increased amounts of Ti of 0.025–0.030% occurs as a result of decreased grain boundary elongation and a decreased tendency toward grain growth. |
992.
Using a conventional "resaturation" method whereby aquarium water was continuously passed through a column containing sand or fine glass beads coated with cyclic and linear permethylsiloxanes, their uptake levels by rainbow trout and fathead minnows have been compared. Because of the uncertainty associated with defining the actual aqueous concentrations of such poorly soluble substances, this study was focused on defining the "attainable uptake" levels from saturated solutions rather than precise definition of actual bioconcentration factor values. Although cyclic Me2SiO-oligomers accumulated to a greater extent in fish than did comparable linear oligomers, uptake decreased sharply with increasing molecular weight. Thus, in the cyclic series (Dx), order of magnitude decreases were observed for each incremental molecular weight increase; i.e., for the compounds D4, D5, and D6 uptake levels of approximately 200, 20 and 2 ppm, respectively, were observed. Uptake of D8 was below our detection limit of 300 ppb. In the linear series, uptake of the tetramer MD2M was an order of magnitude less than observed for D4 and little or no uptake (i.e., less than 0.5 ppm) was observed for MD3M, MD4M and MD7M. The branched oligomer M3T exhibited levels comparable to its unbranched isomer MD2M, while M4Q was more comparable to the D6 uptake of 1-2 ppm. Very similar uptake levels of D5 resulted with and without a surfactant, even though the surfactant afforded a 20-fold increase in the D5 content of the water. This suggests that bio-availability is defined by the amount present in true solution as individual molecules and is not affected by the presence of aggregates or micelles. The highly inverse relationship observed in this study between uptake and molecular weight is strongly supportive of earlier estimates of a limiting molecular weight of about 600. These findings also strongly contradict a recent Japanese study, which concluded that bioconcentration not only occurred but actually increased with molecular weight in a series of commercial polydimethylsiloxane fluids. Also contrary to a recently published inference of biotransformation in fish, no evidence for such phenomena was observed in this study. 相似文献
993.
994.
Quantitative real-time imaging of myocardium based on ultrasonic integrated backscatter 总被引:5,自引:0,他引:5
Thomas LJ Barzilai B Perez JE Sobel BE Wickline SA Miller JG 《IEEE transactions on ultrasonics, ferroelectrics, and frequency control》1989,36(4):466-470
The integrated backscatter calculation over the full, two-dimensional echocardiographic sector is implemented to produce images from closed-chest dogs. This new real-time integrated backscatter measurement system allows a continuous determination of integrated backscatter from all myocardial regions in the ultrasonic view. By replacing the conventional video processor in a commercial two-dimensional echocardiographic imager with this new real-time backscatter measurement system, it is possible to produce real-time two-dimensional images based on integrated backscatter. 相似文献
995.
Anil Kumar William R. Leo Lawrence Green Gene L. Woodruff 《Journal of Fusion Energy》1989,8(1-2):107-126
The neutron spectra transmitted across a fission-suppressed hybrid blanket and its components, driven by a low intensity 14 MeV Haefely neutron generator, were measured with a 2×2 NE213 detector at LOTUS facility. These experiments have been analyzed with 2D and 3D codes DOT3.5 and MCNP, respectively. The spectral integrals between 15 to 1 MeV show good agreement among the 2D, the 3D, and the NE213 for 15 cm lead, 18 cm beryllium, and 25 cm graphite slabs. However, there are large discrepancies for 6.2 cm stainless steel and 15 cm lithium carbonate slabs. The assemblies involving two or more of these slabs reflect these tendencies. We observe also considerable disagreement over pointwise spectra for a number of assemblies.Work done while on visiting assignment to Institut de Génie Atomique, E.P.F.L. 相似文献
996.
1. | The structures of the nodal sections of the dished ends designed in accordance with the compensation principle and design restrictions of the standards are charcterized by the permissable level of the maximum working stresses. |
2. | In varying the fraction of the reinforcing metal of the nozzle section situated in the wall of the dished end from 50 to 80% the level of the maximum stresses in the section changes only slightly. |
3. | The structures containing 70–80% of reinforcing metal in the wall of the nozzle are more rational from the viewpoint of reducing the metal requirement and have sufficient strength at the same time. |
4. | The permissible value of the ratio d/D specified by the standards can be increased from 0.3 to 0.5 without reducing the strength of the nozzle section. |
997.
L. N. Polyaev 《Cybernetics and Systems Analysis》1989,25(1):98-103
We derive the Laplace transform of the joint distribution density of the number of jobs and of the vector of their flow time in a GI/GI/1/ queue with a constant constraint on job flow time.Translated from Kibernetika, No. 1, pp. 78–81, January–February, 1889. 相似文献
998.
M. A. Reznikov L. P. Kachalina 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1988,22(8):476-480
1. | When ventilating complex underground hydraulic systems during their construction it is necessary to take into account the natural draft. |
2. | The method presented for calculating the natural draft pressure drop of single tunnels (formulas 1–6) reflects the specific characteristics of hydrotechnical construction in mountainous areas and for the first time takes into account the direction of movement of the ventilation flow. |
3. | For the particular conditions of constructing the Rogun hydrostation the values of the lapse rates were established, which can be used in calculations to take into account the natural draft when designing the ventilation of underground workings. |
4. | For calculating the natural draft pressure drop of a complex network of underground workings, an algorithm was developed which makes it possible to calculate by a standard program on a computer the air distribution in the underground complex being constructed in relation to a number of technological and natural factors. |
5. | On the basis of analyzing the results of different variants of the air distribution, the selection of the types and arrangement of the ejector fans (including in the future) was optimized, making it possible to increase the quality of ventilation and safety of underground operations, as well as to obtain a substantial technical-economic effect. |
999.
L. N. Shapiro V. A. Sharapov 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1988,22(10):613-615
1. | During operation of large multipurpose reservoirs their unsatisfactory sanitary and engineering state, ineffective use of their water and biological resources, and unfavorable ecological conditions were revealed, which requires their immediate improvement. |
2. | There are real ways of improving these sanitary state and use of the water and biological resources of reservoirs, which were established when drawing up the schemes. |
3. | A thorough elaboration of ecological problems of the examined reservoirs aimed at an improvement of the ecological conditions on each reservoir and on the territories adjacent to them is required. |
4. | To solve the stated problem it is necessary to implement a number of coordinated measures. For this purpose, a scientifically founded approach based on a prediction of the results of their accomplishment is required. The interrelatedness and interdetermination of these measures with respect to increasing the effectiveness of using water, land, and biological resources should be based on scientific approaches of aquatorial regionalization and planning of reservoirs. Such an approach, unfortunately, is absent in many schemes. |
5. | The investments and expenditures being provided for the indicated purposes should be aimed at achieving priority goals on improving the sanitary state of reservoirs, water quality, and effective use of their resources. The investments provided for in the schemes should be based on real sources of financing and should be coordinated with the plan of the concerned organizations, which are the title holders of the objects planned for construction. |
1000.
L. I. Dvorkin V. L. Shestakov V. G. Ganchikov V. N. Marchuk 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1988,22(11):652-655
1. | For a porosity of about 5% the quality indices of APC are at the level of the requirements of the existing specifications P20-85:K F0.85,R 20>3 MPa,R 50>1.2 MPa,K th>2.5–3. |
2. | The experiments on the impermeability of APC showed that material with a porosity of 4–5% withstands a water pressure of 0.2–0.3 MPa without its infiltration through the specimens. |
3. | The results obtained give grounds to revise the traditional requirements imposed on the residual porosity — not more than 3% — of APC-base structural members. Compaction of asphaltic and asphaltic polymer-impregnated concrete mixes to a residual porosity of 4–5% will make it possible to reduce expenditures on compaction. In this case, variants of compacting mixes to various residual porosities are possible in combination with surface treatment of the material with sealing compositions (for example, with a bitumen-polymer binder) which must be substantiated by technical and economic calculations for the particular conditions of conducting works on constructing watertight facings of hydraulic structures. |