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121.
In the research of settlement renovation nowadays, because of the lack of a quantitative analysis, it was difficult to get a scientific, reasonable, systemic quantitative conclusion. This paper is presented to build a scientific,systemic and quantitative analysis method through which many influence factors invloved in the research of settlement, such as physical environment, social behavior and relatoins among these factors were quantitatively analyzed to get a system with generative simulation in the whole and detailed quantitative analysis for each individual factor, and to make the communication and judgement of the result easy. 相似文献
122.
Based on the structural feature of dumbbell shaped section of concrete filled steel tube (CFST), a combined spatial beam element is presented. In this structure, two steel tubes, two core concretes, one web and the concrete in web cavity are firstly considered as general spatial beam elements, then they are assembled into a spatial combined beam element according to the plane hypothesis and transformation matrix formed from master and slave nodes. A FORTRAN program for CFST arch with dumbbell shaped section has been developed, and the numerical example shows that the steel tubes and core concretes bear mainly the axial forces with small moments, thus, a modified formula for lattice column method to calculate axial forces of the upper and lower limbs of CFST with dumbbell shaped section is deduced. Comparison of the results from the modified formula with those from an example indicates that the modified formula gives relatively accurate results. 相似文献
123.
Transit oriented development (TOD) presents a sustainable urban development strategy by creating an efficient integration of land use and public transit. A TOD planning model for the land use of urban rail station area was explored by means of a multiple objective mathematical programming model. Three objectives were considered: encouraging transit system volume, promoting livable communities, and balancing land use. The model can easily be solved by transforming it into a linear multi programming problem. The Xujiahui rail rapid transit station area in Shanghai is chosen as case study to illustrate the model application and planning results. The result indicates that the model would be efficient in practice. 相似文献
124.
In order to study torsion behavior of steel encased concrete composite beams, experiments were carried out with eight specimens. The destruction shape, working mechanism and the crack development and distribution were analyzed under pure torsion and combine torsion conditions. And also the relationships were investigated between torque and torsion ratio, load and strain, bending moment and deflection and load crack. On the basis of elasticity plastic theory, the formulas of cracking torsion were presented for pure torsion and combined torsion of combined beam. And with spatial truss model of variable angle, formulas for ultimate torsion strength of pure torsion and combined torsion were put forward. The predicted results were in good agreement with measured ones. The proposed formulas provided basis for evaluating safety and stability of the structural. 相似文献
125.
The damage failure mechanisms of coalrock under unloading condition during deep mining is different from those under traditional loading condition, starting from the unloading condition position to study the dynamic disaster of coalrock has become a new direction in the disaster study. The rock mechanics electrohydraulic servo test system (MTS815) and acoustic emission system (8CHS PCI 2) are used to study the coalrock deformation damage and acoustic emission (AE) characteristics. The results show that the failure of coalrock under unloading condition exhibits strong brittleness and happens in sudden and is mostly of tensile shear failure type. The evolution curve of cumulative ring down count of acoustic emission can better reflect the coalrock unloading damage evolution process, and the whole unloading failure process can be divided into three stages: the stage of damage weakening, damage stably development stage and the stage of accelerated damage development. During the mining process the confining pressure of the coalrock is unloaded, the coalrock rapidly arrives at the third stage of the whole unloading failure process, and the damage is accumulated rapidly and the fracture failure of coalrok occurred suddenly, then follows the coalrock dynamic disaster. 相似文献
126.
Based on the problem during the practice in geological hazard susceptibility zoning, by constructing the three mark (-1,0,1) matrix and introducing optimum transfer matrix, the faintness about weight choice and the consistency check method of judgment matrix for traditional AHP were improved,and the difficult weight quantization problem for each appraise factor of the hiberarchy model had been solved; accordingly, the Improved AHP model had been built. At the last, this method was applied to a concrete zoning practice about geological hazard susceptibility.The application result shows that the zoning practice in Yongchuan region about geological hazard susceptibility is practical and effective. 相似文献
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129.
通用液力传动系统匹配方法 总被引:3,自引:1,他引:2
为提高液力传动系统性能,研究了发动机与液力变矩器匹配特性。按照功率分流形式,将液力传动系统划分为两种典型结构模型,在对两种结构模型进行图论化抽象的基础上,利用Python语言开发出通用的传动系统动力学平衡方程组自动列写并求解,并编制了发动机与液力变矩器匹配计算的计算机程序。结合计算实例,将2种结构模型在不同路况下的匹配结果进行了对比,结果显示前分流系统发动机与液力变矩器的匹配特性受外载荷影响作用明显,因此不能忽略负载变化而单独研究这类液力传动系统的匹配特性。 相似文献
130.
基于类球形亮度变换的水果表面缺陷提取 总被引:2,自引:0,他引:2
针对基于机器视觉技术的水果表面缺陷因受到亮度不均影响而提取困难的问题,以阿克苏苹果为研究对象,采用可见-近红外双CCD成像系统,设计了一种无需预先建模的类球形亮度变换方法,对R分量图像进行亮度变换,变换后的图像使整个水果表面正常区域灰度趋于一致,而缺陷区域依然保留为低灰度区,增强了缺陷和正常果皮的对比度,提高了缺陷检测精度.使用共计100个样本评估算法的可行性,其中45个缺陷果的检测精度为93.3%,55个正常果的检测正确率为100%,整体检测精度达到97%.研究结果表明,利用基于类球形亮度变换结合单阈值分割方法提取水果表面缺陷是可行的. 相似文献