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   493417篇
  免费   5595篇
  国内免费   1993篇
电工技术   8930篇
综合类   702篇
化学工业   70923篇
金属工艺   18841篇
机械仪表   14573篇
建筑科学   11725篇
矿业工程   2293篇
能源动力   13106篇
轻工业   40467篇
水利工程   4880篇
石油天然气   8387篇
武器工业   56篇
无线电   62135篇
一般工业技术   98114篇
冶金工业   94279篇
原子能技术   11423篇
自动化技术   40171篇
  2021年   4167篇
  2020年   3196篇
  2019年   3698篇
  2018年   6283篇
  2017年   6376篇
  2016年   6721篇
  2015年   4354篇
  2014年   7624篇
  2013年   21554篇
  2012年   12168篇
  2011年   16842篇
  2010年   13244篇
  2009年   15266篇
  2008年   15965篇
  2007年   15971篇
  2006年   13932篇
  2005年   12707篇
  2004年   12477篇
  2003年   12391篇
  2002年   11815篇
  2001年   12302篇
  2000年   11397篇
  1999年   12191篇
  1998年   31043篇
  1997年   21648篇
  1996年   16580篇
  1995年   12545篇
  1994年   11103篇
  1993年   11148篇
  1992年   7904篇
  1991年   7579篇
  1990年   7352篇
  1989年   7166篇
  1988年   6781篇
  1987年   5944篇
  1986年   5858篇
  1985年   6454篇
  1984年   5949篇
  1983年   5607篇
  1982年   5274篇
  1981年   5170篇
  1980年   5120篇
  1979年   4771篇
  1978年   4645篇
  1977年   5398篇
  1976年   7289篇
  1975年   3921篇
  1974年   3846篇
  1973年   3818篇
  1972年   3287篇
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
71.
In this paper results of tests conducted on 27 concrete-filled steel tubular columns are reported. The test parameters were the column slenderness, the load eccentricity covering axially and eccentrically loaded columns with single or double curvature bending and the compressive strength of the concrete core. The test results demonstrate the influence of these parameters on the strength and behaviour of concrete-filled steel tubular columns. A comparison of experimental failure loads with the predicted failure loads in accordance with the method described in Eurocode 4 Part 1.1 showed good agreement for axially and eccentrically loaded columns with single curvature bending whereas for columns with double curvature bending the Eurocode loads were higher and on the unsafe side. More tests are needed for the case of double curvature bending.  相似文献   
72.
73.
Janssen RP  Verweij W 《Water research》2003,37(6):1320-1350
Groundwater samples were taken from seven bore holes at depths ranging from 2 to 41m nearby drinking water pumping station Vierlingsbeek, The Netherlands and analysed for Y, La, Ce, Pr, Nd, Sm and Eu. Shale-normalized patterns were generally flat and showed that the observed rare earth elements (REE) were probably of natural origin. In the shallow groundwaters the REEs were light REE (LREE) enriched, probably caused by binding of LREEs to colloids. To improve understanding of the behaviour of the REE, two approaches were used: calculations of the speciation and a statistical approach.For the speciation calculations, complexation and precipitation reactions including inorganic and dissolved organic carbon (DOC) compounds, were taken into account. The REE speciation showed REE(3+), REE(SO(4))(+), REE(CO(3))(+) and REE(DOC) being the major species. Dissolution of pure REE precipitates and REE-enriched solid phases did not account for the observed REEs in groundwater. Regulation of REE concentrations by adsorption-desorption processes to Fe(III)(OH)(3) and Al(OH)(3) minerals, which were calculated to be present in nearly all groundwaters, is a probable explanation.The statistical approach (multiple linear regression) showed that pH is by far the most significant groundwater characteristic which contributes to the variation in REE concentrations. Also DOC, SO(4), Fe and Al contributed significantly, although to a much lesser extent, to the variation in REE concentrations. This is in line with the calculated REE-species in solution and REE-adsorption to iron and aluminium (hydr)oxides. Regression equations including only pH, were derived to predict REE concentrations in groundwater. External validation showed that these regression equations were reasonably successful to predict REE concentrations of groundwater of another drinking water pumping station in quite different region of The Netherlands.  相似文献   
74.
75.
P. Jana  K. Bhaskar   《Thin》2006,44(5):507-516
The non-classical problem of buckling of a simply-supported rectangular plate due to various types of non-uniform compressive edge loads is analysed here. For each case, the elasticity solution for the internal in-plane stress field is obtained rigorously using a superposition of Airy's stress functions and also approximately using extended Kantorovich method. Subsequently, the convergent buckling loads are obtained using Galerkin's method. Results are presented to highlight the dependence of the total buckling load and the corresponding buckled shape on the edge load distribution, as well as to illustrate the applicability of the approximate plane stress solutions.  相似文献   
76.
Air speeds induced by mechanical ventilation systems in the occupied zone are studied experimentally in seven railway stations in Hong Kong. Values of air speed at different positions are measured. From these values, air speed contours and turbulence intensities are calculated. Macroscopic numbers describing airflow in a space including the Reynolds number and the jet momentum number are estimated and their potential uses are discussed.  相似文献   
77.
The possibility of determining strength and deformation characteristics of soils under field conditions using rod plates is discussed. The mutual relationship between these characteristics is established from results of deep impression of these rods.  相似文献   
78.
The authors’ group has been conducting full-scale measurements of wind velocities with Doppler sodars. It is very important to accurately assess the profiles of mean wind speeds and turbulence intensities in relation to terrain roughness. In this study, the profiles were evaluated for all data measured over a long period at a seashore and two inland sites. It is confirmed that for strong winds the profiles can be approximated by a single power law at altitudes between 50 and 340 m. The power law exponents of the mean wind speed profiles are approximately 0.1 for wind from the sea and 0.2-0.3 for wind blown over land. Those of the turbulence intensity profiles are approximately 0 and −0.2 to 0.4, respectively.  相似文献   
79.
The high-temperature reactions of chlorinated hydrocarbons are reviewed with a primary focus on the gas-phase molecular growth chemistry and elementary reaction mechanisms leading to the formation of chlorinated benzenes and chlorinated polycyclic aromatic hydrocarbons. Recent heterogeneous mechanistic studies of the chlorination and condensation of aliphatic hydrocarbons at lower temperatures are also summarized. Copper(II) valent species play an important role as catalyst and reagent. The main thermal pathways for chlorinated dibenzodioxins and furans have been deduced by these laboratory experiments, which try to model the complex reality of the post-incineration zone of municipal and hazardous waste incinerators.  相似文献   
80.
The enormous, world wide research activity in the field of combustion toxicology has given rise to an impressive amount of toxicity data.

The first part of this paper discusses the problems which arise when such results are used to rank materials in an order of the relative toxicity of their combustion products or in attempting to relate them to toxicological hazard evaluation.

In the second part, after introducing the notion of fire scenarios and describing two such possible situations, existing test methods are compared in relation to their relevance to the scenario parameters. It is shown that none of the evaluated methods completely fulfills the considered conditions.

It is concluded by the authors that agreement on thoroughly described scenarios is necessary for further trials towards international harmonisation and development of test methods.  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