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1.
针对人脸图像试戴3D眼镜过程中存在的镜腿遮挡人脸问题,文中提出一种基于人脸图像的3D眼镜虚拟试戴技术。利用构建的人脸形状的三维模型,使其在虚拟试戴中对镜腿起到消隐作用,解决镜腿的遮挡问题。文中对输入的人脸图像进行关键点检测,结合Graham扫描法求得人脸形状的凸多边形,利用平移扫描构建人脸形状的三维模型。此外,文中根据定位人脸图像上的关键点以及姿态估计后对三维眼镜模型的变换,将眼镜模型佩戴到人脸图像上。实验结果表明,该方法对于多视角的人脸图像实现了虚拟试戴效果,解决了多种视角下人脸图像试戴过程中镜腿的遮挡问题,虚拟试戴中镜腿遮挡平均准确率为94.5%,遮挡精度较高。  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(6):101246
This study analyzed the effect of different treatment methods in enzyme-induced carbonate precipitation (EICP) on the mechanical properties of soil. Soybean crude urease was used to catalyze the precipitation of calcium carbonate (CaCO3). A multiple-phase method was proposed and further compared with commonly practiced EICP treatment methods (including the one-phase method, two-phase method, and premix-and-compact method) from the aspects of chemical conversion efficiency, CaCO3 precipitation distribution, permeability, and unconfined compressive strength. Based on the findings, the characteristics of each method were further discussed and summarized. Although the enzymatic CaCO3 precipitation generated from all the treatment methods could potentiate the soil strength to a great or less degree, using the proposed multiple-phase method could bring about a high chemical conversion efficiency, uniform distribution of CaCO3 as well as preferable permeability retention. In addition, the multiple-phase method could significantly improve the efficiency of urease usage.  相似文献   
4.
Soil column is often investigated in the improvement of dredged slurries. Different from the smear zone, the soil column forms gradually and has extremely low permeability. This study presents an analytical solution for soil consolidation considering the increasing radius of the soil column and time-dependent discharge capacity. Based on the solution, the influence of the radius' increase on the consolidation behavior is found significant when the soil column has low permeability and large final radius, and the increase of formation time can lead to the increase of consolidation speed and final consolidation degree.  相似文献   
5.
目前,各国结构用玻璃设计标准相对其他传统建筑材料仍欠成熟,且其中关于玻璃构件承载性能的设计方法也存在较大的差异。为此,对比分析了我国与美、澳、英、欧等国家和地区结构用玻璃设计标准在适用范围、设计理论以及构件承载性能设计模型的异同。结果表明:JGJ 113—2015《建筑玻璃应用技术规程》中对结构用玻璃设计标准的适用范围和设计理论有待进一步扩大和完善;对夹层玻璃的有效厚度计算偏于保守;对玻璃的鲁棒性设计模型缺失问题亟待解决。此外,针对结构用玻璃的特性和需求,对设计标准中应进一步考虑的问题提出了建议,包括玻璃构件连接节点的应力集中、环境荷载耦合劣化以及玻璃结构在极端荷载作用下的安全等。  相似文献   
6.
为研究高强钢外伸端板加劲螺栓连接节点的抗震性能和设计方法,基于EC3规范组件法和同步塑性设计理念,设计了3种不同屈服机制的Q690高强钢外伸端板加劲螺栓连接节点,通过循环加载试验研究了节点的破坏模式、刚度和承载力、耗能能力以及应变分布规律等,进一步验证了节点能力设计计算模型的有效性。研究结果表明:高强钢外伸端板加劲螺栓连接超强节点的能量耗散区主要集中在梁翼缘削弱区域,等强节点的能量耗散区主要分布于端板连接处以及梁翼缘削弱区域,两种节点均属于延性破坏模式;欠强节点仅依靠端板与梁翼缘间的焊缝裂纹不断扩展和闭合以及有限的端板塑性变形耗散地震能量,属于脆性破坏模式;高强钢外伸端板加劲连接节点的破坏模式、屈服机制以及耗能能力等均与节点的能力设计参数密切相关,基于EC3规范组件法的高强钢外伸端板加劲连接节点能力设计计算模型,可较准确地预测节点的破坏模式,但能力设计参数的合理取值有待继续研究。  相似文献   
7.
为快速准确评估受拉纵筋锈蚀对钢筋混凝土梁正截面受弯承载力的影响,采用解析方法计算受弯破坏时锈蚀钢筋混凝土梁正截面应力和应变分布,识别并定义锈蚀钢筋混凝土梁的3个界限锈蚀率和6种正截面受弯破坏模式,提出预判破坏模式再计算承载力的锈蚀钢筋混凝土梁正截面受弯承载力简化计算方法。采用该简化方法,计算相关文献中235根锈蚀钢筋混凝土梁的正截面受弯承载力,并与试验结果对比,验证该简化方法的准确性。通过两个算例,分别研究初始超筋梁和初始适筋梁的正截面受弯破坏模式及承载力随受拉纵筋锈蚀率的变化规律。研究结果表明:随着受拉纵筋锈蚀率的增大,初始超筋钢筋混凝土梁的正截面受弯破坏模式按照从“类似超筋”、“类似适筋”、“类似超筋”到“类似少筋”依次转变;初始适筋钢筋混凝土梁的正截面受弯破坏模式按照从“类似适筋”、“类似超筋”到“类似少筋”依次转变;钢筋混凝土梁正截面受弯承载力近似呈多段线性降低,最终退化为素混凝土梁的开裂弯矩,转折点位置为界限及临界锈蚀率。  相似文献   
8.
The tool state exerts a strong influence on surface quality and profile accuracy during precision/ultraprecision machining. However, current on-machine measurement methods cannot precisely obtain the tool nose radius and wear. This study therefore investigated the onmachine measurement of tool nose radius on the order of hundreds of microns and wear on the order of a few microns to tens of microns during precision/ultra-precision machining using the edge reversal method. To provide the necessary replication, pure aluminum and pure copper soft metal substrates were evaluated, with pure copper exhibiting superior performance. The feasibility of the measurement method was then demonstrated by evaluating the replication accuracy using a 3D surface topography instrument; the measurement error was only 0.1%. The wear of the cutting tool was measured using the proposed method to obtain the maximum values for tool arc wear, flank wear, and wear depth of 3.4 lm, 73.5 lm and 3.7 lm, respectively.The full text can be downloaded at https://link.springer.com/article/10.1007/s40436-022-00397-y  相似文献   
9.
Industry 4.0 aims to transform chemical and biochemical processes into intelligent systems via the integration of digital components with the actual physical units involved. This process can be thought of as addition of a central nervous system with a sensing and control monitoring of components and regulating the performance of the individual physical assets (processes, units, etc.) involved. Established technologies central to the digital integrating components are smart sensing, mobile communication, Internet of Things, modelling and simulation, advanced data processing, storage and analysis, advanced process control, artificial intelligence and machine learning, cloud computing, and virtual and augmented reality. An essential element to this transformation is the exploitation of large amounts of historical process data and large volumes of data generated in real-time by smart sensors widely used in industry. Exploitation of the information contained in these data requires the use of advanced machine learning and artificial intelligence technologies integrated with more traditional modelling techniques. The purpose of this paper is twofold: a) to present the state-of-the-art of the aforementioned technologies, and b) to present a strategic plan for their integration toward the goal of an autonomous smart plant capable of self-adaption and self-regulation for short- and long-term production management.  相似文献   
10.
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