全文获取类型
收费全文 | 53678篇 |
免费 | 4993篇 |
国内免费 | 3074篇 |
专业分类
电工技术 | 2571篇 |
综合类 | 4417篇 |
化学工业 | 6887篇 |
金属工艺 | 2853篇 |
机械仪表 | 4603篇 |
建筑科学 | 6950篇 |
矿业工程 | 4964篇 |
能源动力 | 3075篇 |
轻工业 | 3173篇 |
水利工程 | 2533篇 |
石油天然气 | 7505篇 |
武器工业 | 648篇 |
无线电 | 1872篇 |
一般工业技术 | 4415篇 |
冶金工业 | 2311篇 |
原子能技术 | 833篇 |
自动化技术 | 2135篇 |
出版年
2024年 | 84篇 |
2023年 | 582篇 |
2022年 | 1244篇 |
2021年 | 1627篇 |
2020年 | 1749篇 |
2019年 | 1408篇 |
2018年 | 1258篇 |
2017年 | 1623篇 |
2016年 | 1834篇 |
2015年 | 1926篇 |
2014年 | 3430篇 |
2013年 | 3365篇 |
2012年 | 4363篇 |
2011年 | 4525篇 |
2010年 | 3179篇 |
2009年 | 3007篇 |
2008年 | 2643篇 |
2007年 | 3400篇 |
2006年 | 3295篇 |
2005年 | 2716篇 |
2004年 | 2466篇 |
2003年 | 2019篇 |
2002年 | 1742篇 |
2001年 | 1510篇 |
2000年 | 1263篇 |
1999年 | 1019篇 |
1998年 | 839篇 |
1997年 | 726篇 |
1996年 | 584篇 |
1995年 | 525篇 |
1994年 | 459篇 |
1993年 | 246篇 |
1992年 | 208篇 |
1991年 | 196篇 |
1990年 | 140篇 |
1989年 | 133篇 |
1988年 | 80篇 |
1987年 | 68篇 |
1986年 | 49篇 |
1985年 | 53篇 |
1984年 | 17篇 |
1983年 | 16篇 |
1982年 | 20篇 |
1981年 | 18篇 |
1980年 | 19篇 |
1979年 | 22篇 |
1977年 | 4篇 |
1976年 | 5篇 |
1964年 | 4篇 |
1959年 | 15篇 |
排序方式: 共有10000条查询结果,搜索用时 31 毫秒
1.
2.
高面板坝的变形对面板的安全运行有着特别重要的影响,国内外已建的高面板坝工程中,因坝体变形大导致防渗面板挤压破损,坝体渗漏量大的实例较多,不得不降低水库水位进行修复处理,造成较大的经济损失乃至给大坝的长期运行留下安全隐患。通过发生挤压破损的实例分析,发现变形控制缺乏系统性是发生面板挤压破损的主要因素,为预防面板破损,系统提出了“控制坝体总变形,转化有害变形,适应纵向变形”的坝体变形控制方法,并在使用软硬岩混合料筑坝的董箐面板堆石坝中得到的应用,取得了良好效果,该工程运行至今达十余年,未见面板有挤压破损迹象,该方法对建设200 m以上乃至300 m级超高面板坝具有重要借鉴意义。 相似文献
3.
《Mechatronics》2022
A wide range of dangerous and special tasks have witnessed the applications of wall-climbing robots, but they still cannot adapt well torough or sloping walls. This paper proposes a 6-DOF (degree of freedom) humanoid wall-climbing robot (HWCR) based on the principle of negative pressure suction. HWCR has the advantages of flexible adsorption feet, strong adaptability, strong anti-subversion performance, and high friction to the wall. We deduce mechanics formulas and carry out a parametric design of the foot structure so that it can meet the requirement of robot wall climbing. We use Fluent to analyze the flow field of the adsorption foot and determine the motor speed that can provide a reliable adsorption force. Using the D-H matrix to plan gait, we also design a compound cycloid-based foot trajectory to reduce the impact between the HWCR and the wall. Experiments on the uneven wall and sloping wall show that the vehicle can walk with an ideal gait, and the resistance value of the servo on each joint is much lower than the critical value, which ensures the smooth movement of the HWCR. 相似文献
4.
《International Journal of Hydrogen Energy》2022,47(97):41195-41207
Hydrogen produced from renewable resources is one of the cleanest fuels and could be used to store intermittent solar, wind and other energies. The main concern about using hydrogen is its hazards, such as high storage pressure, wide-range flammability, low mass density, and high diffusion. This study investigated the hazards of compressed hydrogen storage by developing a CFD model to understand the gas dispersion behaviour. The model was validated using the past experimental data and showed a good agreement, which could demonstrate the diffusion characteristics and gas stratification of a buoyant gas. A case study of an accidental release of compressed hydrogen from a storage tank was investigated to evaluate the risk of a hydrogen plant. A mathematical model of the jet spill was used to account for the choking effect from a high-pressure release to ensure the input velocity in CFD simulation is suitable for modelling gas dispersion using verified spatial and temporal scales, then the simulation results were used as inputs of vapour cloud explosions (VCEs) to investigate the potential overpressure effect. It was found the CFD model could predict a more reasonable flammable gas amount in cloud than using the bulk hydrogen release rate. The safety distance based on the overpressure prediction was reduced by 35%. The method proposed in this study can provide more validity for the consequence analysis as part of risk assessment. 相似文献
5.
《International Journal of Hydrogen Energy》2022,47(77):33014-33026
The present study investigates the combined influence of Channel to Rib Width (CRW) ratio and clamping pressure on the structure and performance of High Temperature-Polymer Electrolyte Membrane Fuel Cell (HT-PEMFC) using a three-dimensional numerical model developed previously. It also considers the impact of interfacial contact resistance between the Gas Diffusion Layer (GDL) and Bipolar Plate (BPP). The structural analysis of the single straight channel HT-PEMFC geometry shows that the von-Mises stress greatly increases in the GDL under the ribs as the CRW ratio increases resulting in considerably high deformation. The cell performance analysis depicts the significance of ohmic resistance and concentration polarization for different CRW ratios, particularly at higher operating current densities. However, in low to medium current density regions, the CRW ratio has little influence on cell performance. A substantial impact on the species, overpotential, and current distributions is observed. The findings also reveal that the CRW ratio significantly affects the temperature distribution in the cell. 相似文献
6.
7.
为研究既有线有砟轨道路基的翻浆冒泥机理,自主研发了一套能够模拟循环荷载–湿化耦合作用的模型试验系统。模型试样直径500 mm,由厚度分别为350 mm的路基土和200 mm的道砟组成,整个试样在高强度透明有机玻璃模型筒中制备完成。模型试验系统配备有监测荷载、位移、体积含水率和孔隙水压力的4种传感器,并通过高清相机对颗粒迁移过程进行图像捕捉。基于所研发的试验系统,针对辛泰铁路典型翻浆冒泥病害路段土样,开展翻浆冒泥模型试验。试验结果表明:动孔隙水压力是导致翻浆冒泥病害产生的关键因素。随着体积含水率的增加,动孔隙水压力引起的颗粒迁移量逐渐增加;在饱和状态下,会引起大量颗粒迁移,翻浆冒泥现象显著。试验结束时,道砟污染指数达到25%,在实际工程中已严重影响铁路的正常运营,有必要对污染道砟进行换填。 相似文献
8.
9.
《Soils and Foundations》2022,62(5):101206
Coral sand is one kind of the important building materials in coral reef engineering practice. The use of cement as a stabilizing agent can significantly improve the mechanical properties of coral sands and is widely applied in the subbase engineering construction in coral reef islands. Cement-stabilized coral sand structures may contain high contents of fine coral particles and salinity because of the high crushability of coral sands and the existence of seawater surrounding them. In this study, the effects of coral sand powders and seawater salinity on the dynamic mechanical properties of cemented coral sand (CCS) were investigated through the split Hopkinson pressure bar (SHPB) tests and Scanning Electron Microscope (SEM) analysis. It was found that the strength (i.e., the peak stress) of CCS specimens increased firstly and then decreased with the increase of powder content. The specimens reached the maximum peak stress when 3% powder content was included. The initial improvement of CCS strength was attributed to the pore-filling effect of coral powders, namely, the micro pores of the CCS specimens could be more effectively filled with higher percentages of coral powders being used in the experiments. However, excessive coral powders resulted in the reduction of specimen strength because these powders could easily be cemented into agglomerates by absorbing water from the specimens. These agglomerates could reduce the cementation strength between the coarse coral particles and the cement. Meanwhile, the peak stress of CCS specimens was found to be negatively correlated with the average strain rate and the ultimate strain. The degree of specimen fracture was found to be correlated with the amount of specific energy absorption during the tests. Furthermore, the “sulfate attack” caused by the inclusion of salinity of water had different influences on the CCS specimens with different coral powder contents. The ettringite and gypsum produced in “sulfate attack” could fill the pores and lead to cracking of the specimens, significantly affecting the specimen strength. 相似文献
10.
《Geotextiles and Geomembranes》2022,50(4):794-806
A study on the liquefaction resistance of calcareous sands reinforced with polypropylene fibers was reported. Stress-controlled cyclic simple shear tests were conducted on specimens prepared at a relative density of 50%, with and without fiber reinforcements. The liquefaction behavior was investigated by considering the effects of fiber contents ranging from 0% to 1%, fiber lengths varying from 3 mm to 12 mm and loading patterns. The results indicated that increasing fiber content and fiber length resulted in a decrease in the deformation, a reduction in pore pressure accumulation rate, and improved the liquefaction resistance of calcareous sands. Additionally, the risk of soil liquefaction could be significantly reduced when the fiber content was greater than 0.8%. The multidirectional loading had a considerable effect in reducing the liquefaction resistance compared to unidirectional loading. Further, the stiffness degradation of calcareous sands decreased with increasing fiber content and fiber length. The pore pressure generated in the cyclic tests was analyzed and was found to be affected by fiber content. A pore pressure prediction model was proposed to obtain the pore pressure characteristics of fiber-reinforced calcareous sands under various fiber content conditions. 相似文献