全文获取类型
收费全文 | 3072篇 |
免费 | 228篇 |
国内免费 | 2篇 |
专业分类
电工技术 | 37篇 |
化学工业 | 805篇 |
金属工艺 | 117篇 |
机械仪表 | 81篇 |
建筑科学 | 76篇 |
矿业工程 | 15篇 |
能源动力 | 121篇 |
轻工业 | 518篇 |
水利工程 | 24篇 |
石油天然气 | 8篇 |
无线电 | 148篇 |
一般工业技术 | 717篇 |
冶金工业 | 45篇 |
原子能技术 | 45篇 |
自动化技术 | 545篇 |
出版年
2024年 | 9篇 |
2023年 | 38篇 |
2022年 | 33篇 |
2021年 | 93篇 |
2020年 | 82篇 |
2019年 | 105篇 |
2018年 | 161篇 |
2017年 | 152篇 |
2016年 | 150篇 |
2015年 | 139篇 |
2014年 | 186篇 |
2013年 | 377篇 |
2012年 | 186篇 |
2011年 | 230篇 |
2010年 | 239篇 |
2009年 | 172篇 |
2008年 | 110篇 |
2007年 | 78篇 |
2006年 | 44篇 |
2005年 | 11篇 |
2004年 | 27篇 |
2003年 | 24篇 |
2002年 | 31篇 |
2001年 | 26篇 |
2000年 | 35篇 |
1999年 | 19篇 |
1998年 | 18篇 |
1997年 | 19篇 |
1996年 | 16篇 |
1995年 | 21篇 |
1994年 | 17篇 |
1993年 | 26篇 |
1992年 | 20篇 |
1991年 | 13篇 |
1990年 | 12篇 |
1989年 | 14篇 |
1988年 | 12篇 |
1985年 | 19篇 |
1984年 | 24篇 |
1983年 | 20篇 |
1982年 | 21篇 |
1981年 | 37篇 |
1980年 | 28篇 |
1979年 | 23篇 |
1978年 | 24篇 |
1977年 | 21篇 |
1976年 | 32篇 |
1975年 | 23篇 |
1974年 | 16篇 |
1973年 | 22篇 |
排序方式: 共有3302条查询结果,搜索用时 31 毫秒
991.
Domestic bentonite clay was modified using cationic surfactant – hexadecyltrimethylammonium bromide (HDTMA‐bromide) in order to obtain more efficient sorbent. Removal of Acid Orange 10 from aqueous solution at different dye concentrations, adsorbent doses, and pH was studied. These studies were carried out under unaltered pH value in order to prove that adjusting pH as an additional operation in wastewater treatment is not entirely necessary. The results obtained confirmed the adsorption capacity is significant even for unaltered pH. The adsorption isotherm data were well fitted with both the Freundlich and Langmuir model and the latter was shown as more appropriate. Dynamical data were well represented with the pseudo second‐order kinetic model. The results indicate that HDTMA‐bentonite could be employed as low‐cost sorbent in textile dye wastewater treatment. 相似文献
992.
B. Šćepanović L.M. Gil-Martín E. Hernández-Montes M. Aschheim D. Lučić 《Engineering Structures》2009,31(7):1403-1413
In structural applications I-girders are subjected to eccentric patch loading since even a small eccentricity of applied loads relative to the web plane is unavoidable in practice. Experimental research shows that the behaviour of eccentrically loaded girders differs from that of concentrically loaded girders. A reduction in ultimate strength due to eccentricity is evident, and some expressions for the reduction have been proposed. We show that these expressions overestimate the reduction in capacity for large eccentricities. In this paper, results of 102 tests on I-girders subjected to eccentric patch loading are presented and the variables involved in the phenomenon are evaluated based on a parametric study of experimental data and the results of several finite element models. The parametric study confirms that the parameters previously identified for evaluating the effect of small eccentricities are sufficient for addressing cases with larger eccentricities. New mathematical expressions are proposed herein to represent the reduction in strength across the full range of eccentricities considered. 相似文献
993.
994.
The proposed crystal plasticity model outlines a possible mechanism of a material response under severe plastic deformation as observed in high-pressure torsion experiments. A simplified version of the model based on an assumption of uniform deformation of plane-strain double slip reveals rotations of slip systems caused by the imposed shear strain. An axial compression and a shear stress of twist govern this process. The accompanied continuous reconstruction of the deformation substructure is probably one of the main reasons for the observed strengthening. Local variations in the crystal lattice orientation are responsible for the microstructure fragmentation. 相似文献
995.
Eva Vejmelková Milena Pavlíková Zbyněk Keršner Pavla Rovnaníková Michal Ondráček Martin Sedlmajer Robert Černý 《Construction and Building Materials》2009,23(6):2237-2245
A wide set of parameters of concrete containing 10% of ground granulated blast furnace slag as Portland cement replacement involving basic material characteristics, mechanical and fracture-mechanical properties, durability characteristics, hydric and thermal properties and chloride binding characteristics is determined and compared with the parameters of reference Portland cement concrete with otherwise the same composition. The experimental results show that the replacement of Portland cement by even such a low amount of ground granulated blast furnace slag as environmental more friendly and still valuable alternative binder either affects positively or at least does not worsen in a significant way the substantial properties of hardened concrete mix. The mechanical and fracture-mechanical properties are found to be very similar as compared to the reference mix, the liquid water transport parameters of the mix containing slag are significantly better, the basic durability characteristics such as the frost resistance and corrosion resistance similar and very good, the resistance against de-icing salts slightly worse. These findings may be significant for the future use of slag in the countries where its available amount is decreasing and its more efficient use as a binder than it was common to date can appear necessary. 相似文献
996.
Michal Beneš Karol Mikula Tomáš Oberhuber Daniel Ševčovič 《Computing and Visualization in Science》2009,12(6):307-317
The main goal of this paper is to present results of comparison study for the level set and direct Lagrangian methods for
computing evolution of the Willmore flow of embedded planar curves. To perform such a study we construct new numerical approximation
schemes for both Lagrangian as well as level set methods based on semi-implicit in time and finite/complementary volume in
space discretizations. The Lagrangian scheme is stabilized in tangential direction by the asymptotically uniform grid point
redistribution. Both methods are experimentally second order accurate. Moreover, we show precise coincidence of both approaches
in case of various elastic curve evolutions provided that solving the linear systems in semi-implicit level set method is
done in a precise way, redistancing is performed occasionally and the influence of boundary conditions on the level set function
is eliminated.
The authors were partly supported by the following projects and grants: the project HPC-EUROPA(RII3-CT-2003-506079), the NCMM
project LC06052, VEGA 1/3321/06 grant, the project MSM 6840770010 and APVV-0247-06, APVV-RPEU-0004-06 grants. 相似文献
997.
The distribution of TiO2 and Al2O3 in mullite and the glassy phase of samples obtained by sintering kaolin and Al2O3 with O to 3 wt% TiO2 has been studied. Quantitative phase analysis was performed by means of X-ray diffraction and by successive dissolution of the glassy phase and mullite in HF. The microstructure and microanalyses of the samples were determined using scanning electron microscopy and by analytical electron microscopy. With samples containing >1 wt% TiO2, not only two morphologically and compositionally different mullites have been determined (the large prismatic mullites and the small needle-shaped ones, embedded into the glassy matrix) but also rutile in the form of needle-shaped crystals embedded in the glassy matrix. In addition on the surface of prismatic mullites, an exsolution of the phase enriched in titanium and iron has been detected. However, the formation of tialite, Al2TiO5, has not been proved either by X-ray diffraction or by analytical electron microscopy. Using energy dispersive X-ray analysis a greater Al/Si ratio has been determined for needle-shaped mullites than for prismatic ones. Prismatic mullites have constant Al2O3 values, not dependent on the sintering temperature and on TiO2 added. The solubility of TiO2 in prismatic mullites is due to the decrease in SiO2. 相似文献
998.
Free material design deals with the question of finding the lightest structure subject to one or more given loads when both
the distribution of material and the material itself can be freely varied. We additionally consider constraints on local stresses
in the optimal structure. We discuss the choice of formulation of the problem and the stress constraints. The chosen formulation
leads to a mathematical program with matrix inequality constraints, so-called nonlinear semidefinite program. We present an
algorithm that can solve these problems. The algorithm is based on a generalized augmented Lagrangian method. A number of
numerical examples demonstrate the effect of stress constraints in free material optimization.
Dedicated to Pauli Pedersen on the occasion of his 70th birthday. 相似文献
999.
Miloslav Feistauer Vít Dolejší Václav Kučera 《Computing and Visualization in Science》2007,10(1):17-27
The paper is concerned with the numerical simulation of compressible flow with wide range of Mach numbers. We present a new
technique which combines the discontinuous Galerkin space discretization, a semi-implicit time discretization and a special
treatment of boundary conditions in inviscid convective terms. It is applicable to the solution of steady and unsteady compressible
flow with high Mach numbers as well as low Mach number flow at incompressible limit without any modification of the Euler
or Navier–Stokes equations. 相似文献
1000.
D. Bučevac S. Bošković B. Matović Lj. Živković M. Vlajić Vladimir Krstić 《Journal of Materials Science》2007,42(18):7920-7926
Microstructure development and fracture toughness of Si3N4 composites were studied in the presence of seeds and Al2O3 + Y2O3 as sintering aids. The elongated β-Si3N4 seeds were introduced into two different α-Si3N4 matrix powders; one was the ultra fine powder matrix and the other was the coarse powder matrix. The amount of seeds varied
from 0 to 6 wt%. The grain growth inhibition and the mechanism of toughening were discussed and correlated with microstructure.
The maximum fracture toughness of 9.0 MPa m1/2 was obtained for ultra fine powder with 5 wt% seeds hot pressed at 1,700 °C for 6 h. 相似文献