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1.
《Soils and Foundations》2022,62(1):101094
When a pile is installed into saturated clay ground, the “setup” effect may occur due to ground consolidation, which changes pile performance. Although this phenomenon has been observed both in the field and laboratory, its numerical simulation is still challenging. In this work, pile installation effects on the behaviors of jacked-in piles were investigated through three simulation techniques by a three-dimensional finite element analysis program, PLAXIS 3D. A constitutive model called the soft soil creep model was used to describe the soil behavior based on soil parameters obtained from laboratory tests. The behaviors of single piles were first investigated with or without the consolidation process after pile installation to evaluate the pile setup effect. Then, a pile group comprising 4 piles was analyzed using the consolidation process to verify the applicability of the three simulation techniques. The calculated results were compared with the corresponding experimental results. The calculated results using three techniques generally agreed well with the experimental results in terms of initial stiffness and pile shaft resistance. Both the measured and calculated results indicate that ground consolidation caused by pile installation significantly increases the pile bearing capacity and especially, the pile shaft resistance. Therefore, the pile setup effect can be reasonably simulated by the three proposed techniques.  相似文献   
2.
《Soils and Foundations》2022,62(3):101156
In this paper, a newly developed 3-dimentional discrete element model (DEM) for gravel-rubber mixtures (GRMs), namely DEM4GRM, that is capable of accurately describing the macro-scale shear response (from small to large deformation) of GRMs in a direct shear box apparatus is presented. Rigid gravel grains are modelled as simple multi-shape clumps, while soft rubber particles are modeled by using deformable 35-ball body-centered-cubic clusters. Mixtures are prepared with different volumetric rubber content (VRC) at 0, 10, 25, 40 and 100%, statically compressed under 30, 60 and 100 kPa vertical stress and then sheared, by closely simulating a reference laboratory test procedure. The variation of micro-scale factors such as fabric, normal and tangential force anisotropy is carefully examined throughout the shearing process and described by means of novel micro-mechanical relationships valid for GRMs. Moreover, strong-force chains are scrutinized to identify the transition from rigid to soft granular skeleton and gain insights on the load transfer and deformation mechanisms of GRMs. It is shown that the development of the fabric and force anisotropy during shearing is closely related to the macro-scale shear strength of GRMs, and strongly depends on the VRC. Besides, strong-force chains appear to be primarily formed by gravel-gravel contacts (resulting in a rigid-like mechanical behavior) up to VRC = 30%, and by rubber-rubber contacts (causing a soft-like mechanical response) beyond VRC = 60%. Alternatively, at 30% < VRC < 60%, gravel-rubber contacts are predominant in the strong-force network and an intermediate mechanical behavior is observed. This is consistent with the behavioral trends observed in the macro- and micro-mechanical responses.  相似文献   
3.
《Soils and Foundations》2022,62(5):101218
This paper presents a study of liquefaction analysis at sand layers of the Izumio site, under ground motion variation during a strong earthquake in Osaka, Japan. Site investigation using standard penetration test and shear wave velocity measurement is conducted. Finite element liquefaction site response analysis integrated with a strain space multiple mechanism model is conducted. Ground motions variation is considered based on the seismic record at surrounding seismic stations. Attenuation analysis is conducted to determine the scaling factor for ground motions. Several results, such as acceleration profiles and cyclic behaviours are presented. The empirical analysis is also conducted to verify the results of the numerical analysis. The results explained that cyclic behaviours of sandy layers in the Izumio site show the liquefaction tendency. The results also showed that sandy layers are indicated as critical layers during the strong earthquake due to the excess pore water pressure reaching the liquefaction threshold. The results of the empirical analysis also present liquefaction indication at sand layers under the variation of ground motion, since the factor of safety against liquefaction is less than 1. The results are generally well-agree with liquefaction evidence and prediction presented in the previous study. The results could bring practical importance in understanding liquefaction potential in the study area.  相似文献   
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5.
A semianalytical model is introduced to assess rolling contact fatigue problems in railway applications. The constitutive law is based on the nonlinear kinematic and isotropic hardening model of Chaboche–Lemaitre, which allows the cyclic elastoplastic strain under the contact surface to be evaluated. The much higher computational effectiveness in comparison with finite element (FE) analyses is quantified. The Dang Van multiaxial fatigue criterion is implemented to evaluate the rolling contact fatigue in the subsurface elastic region where cracking is relatively rare but more dangerous than surface cracks. The influence of the presence of sulfides in the wheel matrix in decreasing fatigue strength is also assessed by means of Murakami's approach. The model is used to compare conditions under small-scale twin-disk experiments to full-scale wheel/rail contact conditions. It is found that, for the same Hertzian pressure, the small-scale contact is more conservative in that it causes a deeper plasticized layer as compared with the elliptical full-scale contact. In the investigated cases, crack initiation is also not expected according to Dang Van criterion in neither of the studied contact conditions.  相似文献   
6.
7.
王野光  刘承军  邱吉雨 《钢铁》2022,57(4):52-57
 稀土能够显著提升钢材的性能,是高品质钢中常见的合金元素之一。然而,由于稀土与O、S等杂质元素之间存在极强的亲和力,加入钢中后形成的高熔点、大尺寸夹杂物对浇铸工艺的顺行及产品质量均有严重危害。为了探讨不同铝含量对稀土耐热钢中非金属夹杂物类型及尺寸分布的影响,在利用优化的热力学模型进行模拟计算的基础上,设计并开展了高温试验。热力学计算结果表明,增大铝含量能够抑制钢中Ce2O3夹杂物的析出,同时促进CeAlO3和Ce2O2S夹杂物的析出,根据钢液中Ce、Al、O及S含量的变化,总结了夹杂物转变的临界热力学条件,当铝质量分数为0.025%~0.065%时,满足w([Al])/w([Ce])为270,Ce2O3变质成CeAlO3;当铝质量分数为0.065%~0.17%时,满足w([S])/w([O])为10,Ce2O3转变为Ce2O2S。试验结果表明,在铈加入量一定的情况下,随着铝质量分数在0~0.3%范围内增大,不同试验钢中典型夹杂物的变化趋势为Ce2O3→Ce2O3+CeAlO3→CeAlO3+Ce2O2S,相应地,夹杂物的平均粒径由4.69 μm降低至2.73 μm。由夹杂物类型与尺寸之间关系的统计结果可知,尺寸较小的Ce2O2S的形成是导致夹杂物尺寸减小的主要原因之一;适当增大稀土耐热钢的铝脱氧强度,能够通过改变夹杂物类型的方式,有效细化钢中夹杂物的尺寸,有望改善稀土耐热钢的水口结瘤问题和产品质量。  相似文献   
8.
梁钪  郑松波  高颂  张涛  张艳 《冶金分析》2022,42(10):16-23
准确测定粉末高温合金中微量及痕量元素,对粉末高温合金的生产、应用具有重要意义。将样品在放电电流40~45 mA,放电电压1 100~1 200 V,氩气流速400~450 mL/min下进行辉光放电激发,选择合适的同位素和分辨率以消除质谱干扰,使用基体匹配的内控标准样品和标准物质校准各待测元素的相对灵敏度因子(RSF),实现了高流速高分辨辉光放电质谱法(GDMS)对粉末高温合金中硼、钠、镁等26种微量及痕量元素的测定。采用实验方法对粉末高温合金内控样品中26种微量及痕量元素进行测定,各待测元素的测定值与参考值基本一致,测定结果的RSD(n=6)在0.9%~15.4%之间。采用实验方法对粉末高温合金样品进行测定,测定结果分别与电感耦合等离子体原子发射光谱法(ICP-AES)测定硼、铁和锆,高频感应燃烧红外吸收法测定硫,原子荧光光谱法测定硒,高分辨电感耦合等离子体质谱法(HR-ICP-MS)测定其余元素(钠、镁、硅、磷、钙、钒、锰、铜、镓、砷、银、锡、锑、碲、镧、铈、铪、钽、铊、铅和铋)的结果保持一致,测定结果的RSD(n=6)在0.2%~26.6%之间。  相似文献   
9.
Photocatalytic technology can solve various environmental pollution problems, especially antibiotic pollution. A novel La-doped MIL-53(Al)/ZnO composite material was successfully synthesized by a combination of hydrothermal method and calcination, showing high photocatalytic degradation percent of sulfamethazine (SMT). The 2 mol% La MIL-53(Al)/ZnO photocatalyst shows the highest degradation efficiency toward SMT (92%) within 120 min, which is 4.1 times higher than pure ZnO (increased from 18% to 92%). In addition, the degradation analysis of SMT by high performance liquid chromatography proves that the products are CO2 and H2O. The improved photocatalytic activity is mostly caused by the following factors. (1) Doping La ions can decrease the band gap of ZnO, enhance light response, and effectively enhance the separation rate of photo-generated holes and electrons. (2) MIL-53(Al) can adsorb SMT and promote the separation of electron. This work shows that the synthesized La-doped MIL-53(Al)/ZnO photocatalyst is expected to be used as a green and effective method for treatment of environment water pollution.  相似文献   
10.
赣西地区浒坑钨矿是我国华南钨、锡、铜多金属成矿区与中生代岩浆活动密切相关的典型矿床之一。对浒坑钨矿床中与成矿有关的白云母花岗岩开展了锆石U-Pb定年、磷灰石和锆石原位微量元素研究,结果表明:赋矿白云母花岗岩的成岩时代为(152.3±1.73)Ma;磷灰石具有特殊的“M”型REE球粒陨石标准化配分模式,富F和Mn,贫Cl和Mg;锆石具有高Th/U比值,REE球粒陨石标准化配分模式亏损LREE、富集HREE。锆石微量元素(Ce、U和Ti)温度计和氧逸度计结果表明,锆石形成于岩浆早期高温(800 ℃)和低氧逸度条件下。研究认为,浒坑赋矿花岗岩在演化初期经历了强烈的矿物结晶分异,矿床的形成可能与还原性高分异岩浆演化相关。  相似文献   
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