全文获取类型
收费全文 | 125篇 |
免费 | 6篇 |
国内免费 | 5篇 |
专业分类
电工技术 | 5篇 |
综合类 | 2篇 |
化学工业 | 11篇 |
金属工艺 | 2篇 |
机械仪表 | 7篇 |
建筑科学 | 8篇 |
能源动力 | 5篇 |
轻工业 | 5篇 |
无线电 | 13篇 |
一般工业技术 | 8篇 |
原子能技术 | 17篇 |
自动化技术 | 53篇 |
出版年
2022年 | 1篇 |
2021年 | 2篇 |
2020年 | 4篇 |
2019年 | 4篇 |
2018年 | 5篇 |
2017年 | 2篇 |
2016年 | 1篇 |
2015年 | 3篇 |
2014年 | 10篇 |
2013年 | 9篇 |
2012年 | 6篇 |
2011年 | 8篇 |
2010年 | 4篇 |
2009年 | 8篇 |
2008年 | 9篇 |
2007年 | 10篇 |
2006年 | 4篇 |
2005年 | 6篇 |
2004年 | 5篇 |
2003年 | 7篇 |
2002年 | 6篇 |
2001年 | 4篇 |
2000年 | 3篇 |
1999年 | 2篇 |
1998年 | 2篇 |
1997年 | 4篇 |
1993年 | 1篇 |
1992年 | 1篇 |
1988年 | 1篇 |
1984年 | 1篇 |
1983年 | 1篇 |
1977年 | 1篇 |
1973年 | 1篇 |
排序方式: 共有136条查询结果,搜索用时 15 毫秒
91.
92.
93.
从理论上探讨了基因遗传算法 (GA)与传统约束优化设计方法相结合的可能性 ,并从中发现“基因遗传算法+惩罚函数法”非常适合求解复杂的非线性约束优化问题 ,且成功地采用了“基因遗传算法 +惩罚函数法”对一个通用的二级斜齿圆柱齿轮减速机的概率可靠性优化设计的数学模型进行求解 ,与传统的优化方法相比 ,得到了一个较为理想的全域最优解 ;同时该方法也改善了基因遗传算法的局限性 相似文献
94.
95.
基于结构风险最小化的加权偏最小二乘法 总被引:1,自引:0,他引:1
为了在偏最小二乘法(PLS)建模过程中实现结构风险最小化(SRM),提出基于结构风险最小化的加权偏最小二乘法(WPLS)。WPLS先提取训练样本中的主元,然后使用支持向量机(SVM)训练算法计算训练样本权值,最后计算原始论域中的回归模型。该算法保留了PLS能有效地提取对系统解释性最强的信息的优点,并通过样本权值提高模型的泛化能力,从而实现SRM准则,所建立的模型具有可解释性。仿真计算证明了模型的有效性。 相似文献
96.
This paper presents a simple and more efficient solution mechanism for solving the linear response of a single pile with a circular cross section under torque in “n” multilayered soils. The pile-soil system is modeled by a series of independent springs distributed along the pile shaft with each spring representing an individual layer of soil. The properties of each soil layer are assumed constant with the allowance for variation from layer to layer. The method is based on the energy principles and variational approach initially proposed by Vallabhan and Mustafa (1996) for a single pile under a vertical load, developed by Guo and Lee (2001) for a single pile under a lateral load, and developed by Zhang (2010) and Misra et al. (2013) for a pile under torque. With the proposed iterative solution scheme, the equivalent stiffness of a soil-pile system of individual pile segments is calculated from the bottom element to the top element, while torque and the angles of twist are calculated from the top element to the bottom element of the pile without having to simultaneously solve a large number of equations. The solution provides: (1) the distribution of the angles of twist, (2) the distribution of torque along the pile and (3) the equivalent stiffness of the pile-soil system. A comparison of the results of the analysis using the proposed new solution mechanism with those of existing analytical solutions and a three-dimensional finite element analysis shows that the proposed method is much more efficient. 相似文献
97.
98.
The Nelder-Mead simplex method for function minimization is a “direct” method requiring no derivatives. The objective function is evaluated at the vertices of a simplex, and movement is away from the poorest value. The process is adaptive, causing the simplexes to be continually revised to best conform to the nature of the response surface. The generality of the method is illust'rated by using it. to solve six problems appearing in the May 1973 issue of Technometrics. 相似文献
99.
Ege Egemen Richardson 《臭氧:科学与工程》2014,36(5):451-464
This research was based on the hypothesis that waste activated sludge (WAS) from municipal wastewater treatment plants can be reduced by ozonation of excess biosolids to induce cell lysis and by promoting utilization of intracellular products released by ozonation of biosolids in the aeration basins. In this research, mathematical modeling studies were performed in order to define process design and major components of ozonation. The main purpose of the model simulations was to evaluate the effect of operational parameters of the ozonation system (such as dosage and duration of ozonation) and to determine the amount of solids to be ozonated in order to achieve desired mass reductions in WAS. This modeling study focused on identification of design parameters and their suggested range of operation. The model presented in this study does not intend to detail and analyze the impact of the scientific variables in the ozonation mechanism, nor does it try to model the biosolids destruction mechanisms when ozonation is applied. The computer model simulations indicated that zero biosolids yield conditions can be achieved if more biosolids than was grown on the influent wastewater was processed through the ozonation system. The simulations suggested that zero biosolids yield conditions can be observed if 2.4 times as much biosolids as was grown on the influent wastewater was processed through the ozonation column, with a daily R of about 0.08 mg O3/mg TSS-day. Furthermore, zero biosolids yield conditions can also be observed if only the amount of waste biosolids grown on the influent wastewater was processed through the ozonation column with a higher average daily R of 0.2 mg O3/mg TSS-day. 相似文献
100.