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61.
给出利用本征正交分解(POD)对屋盖风压场进行重建和预测的研究结果.对一个双坡屋盖用同步多点压力扫描系统进行了风洞试验,根据POD技术采用前若干阶本征模态重建屋盖风压场.采用两种方案预测未布置测压点位置的风压时间序列.第一种方案中利用插值技术获得没有测压点位置的本征模态值.第二种方案对参考屋盖和需预测的新屋盖分别进行试验,结合由参考屋盖试验萃取的本征模态和由新屋盖试验的风压数据计算的主坐标,预测出新屋盖未知区域的风压时间序列.文中对风压场重建和预测的效果作了分析,而且比较了根据测量的风压数据和预测的风压数据所计算的屋盖风致响应. 相似文献
62.
利用由机械振动理论推导出的等截面简支梁的理论解,推导出了带集中质量的简支梁振动台的理论解,并通过分析动态条件下简支梁的位移与应变之间的关系,证明了:在动态条件下梁的位移与应变之间存在很好的正比关系。利用梁的位移与应变之间正比关系,如果在梁上适当位置粘贴应变片,通过测试应变就能准确地测得梁的动态位移。本文通过实例证明了该方法确实可行,理论解与实测结果非常吻合。这为简支梁的动态测试提供了有效而简便的方法。 相似文献
63.
4-node, 8-node and 8(4)-node quadrilateral plane isoparametric elements are used for the solution of boundary value problems in linear isotropic Cosserat elasticity. The patch test is applied to validate the finite elements. Engineering problems of stress concentration around a circular hole in plane strain condition and mechanical behaviors of heterogeneous materials with rigid inclusions and pores are computed to test the accuracy and capability of these three types of finite elements.The project supported by the National Natural Science Foundation of China (10225212, 50178016, 10421002) and the Program for Changjiang Scholars and Innovative Research Team in University of China The English text was polished by Keren Wang. 相似文献
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一种铈(Ⅲ)配合物对含石墨粘结涂层耐蚀性的影响 总被引:1,自引:0,他引:1
为了改善含石墨粘结涂层的耐蚀性,首先对这种涂层在腐蚀环境中耐蚀性差的原因进行了分析,然后将二正丁基磷酸、CeF_3、Sb_2O_3和一种Ce(Ⅲ)配合物Ce(NO_3)(C_8H_(18)PO_4)_2分别添加于酚醛环氧-MoS_2-石墨粘结涂层中,考察了它们对这种涂层耐蚀性的影响,并对含Ce(NO_3)(C_8H_(18)PO_4)_2的涂层和空白样涂层进行了表面分析。盐雾试验表明,添加Ce(NO_3)(C_8H_(18)PO_4)_2可以有效地抑制涂层中MoS_2的氧化和由石墨所引起的金属底材之电化学腐蚀;根据X射线光电子能谱分析结果可知,添加Ce(NO_3)(C_8H_(18)PO_4)_2之所以能够提高含石墨粘结涂层的耐蚀性,应当归因于它在MoS_2晶体表面和金属底材表面的吸附。因此,Ce(Ⅲ)配合物Ce(NO_3)(C_8H_(18)PO_4)_2是含石墨粘结涂层的一种实用性能良好的新型防腐添加剂。 相似文献
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Masayuki Koike Toru Kaji Prathuang Usaborisut Tomohiro Takigawa Akira Yoda Shozo Takahashi 《Journal of Terramechanics》2002,39(3):127-141
To investigate the soil compactibility during the cyclic loading, three different kinds of paddy field soils were prepared so as to clarify interrelationships among stress amplitude ratio, bulk density, soil water content and pore water pressure. The presetting values of specimen include the soil water content(percent dry basis) and bulk density of 25% d.b. and 1.1 Mg/m3 respectively. The relation between the number of cyclic loading and axial strain exhibited an asymptotically increasing trend, converging toward a specific value for each experimental condition. Possible effect caused by elastic–plastic characteristics could be recognized, when axial strain for 0.5 Hz excitation becomes greater than the one of 1.0 Hz under same stress amplitude ratio. When the stress amplitude ratio took 0.1, the absolute value of axial strain of 0.5 Hz was greater than the one of 1.0 Hz, whereas its decreasing trend was recognized in the sequence of silt, clay and silty sand. The qualitative relations between pore water pressure and number of cyclic loading were also examined to scrutinize the effect of effective water pressure to the soil compactibility. 相似文献
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本文介绍了随机疲劳试验之前我们对Instron计算机控制2165电液疲劳试验系统做的分析方法与过程. 相似文献
70.
High quality multi-axis test facilities used for testing heavy loads and large structures of industrial equipment are usually simulated, designed and controlled based on reduced model equations neglecting the inertia properties of the actuators. The design and control of servo-pneumatic test facilities used for testing small and light structures must take into account extended test facility models including the various inertia properties of the actuators. In this paper (Part I) an extended test facility model is presented including the various inertia properties and joints of the actuators. These extended model equations are represented in a form well suited to be directly implemented in control algorithms based on exact linearization techniques for real time control. This is done by stepwise projecting the inertia properties of the various actuator housings and actuator pistons down to the common mass of the test table and payload. The resulting extended model equations have the same form as the reduced model equations. They only include more complex system matrices and vector functions. These compact model equations turn out to be suitable for an efficient nonlinear controller design of these test facilities. Computer simulations and associated laboratory experiments show the necessity to use extended model equations in case of testing small and light structures. In Part II of this paper [1] the inertia parameters of the planar test facility will be identified in laboratory experiments. 相似文献