The Application of Similarity Theory in Designing Large Deflection Buckling Spring-Piece

Large Deflection Buckling Spring-Piece (LDBSP) refers to the deformation of an end-fixed flat spring-piece under normal loadings. Plastic deformation usually appears in LDBSP.The static characteristic curve is very particular, because within its linear deflection region, the spring constant can be designed to be any value from minus to plus. With its obvious advantages of large liner deflection range, low spring constant, etc., the LDBSP has now been extensively applied to the exciting device, low-frequency shock absorbers and so on. The static characteristic curve of LDBSP belongs to the nonlinear problem of an arch with varying section. Therefore, it is difficult to obtain it theoretically. The formulae for designing LDBSP have not been set up yet. In this study,the authors apply similarity theory to analyze the liner deflection range A and the spring constant K, and derive the relationship of similarity criterion, finally obtain a set of formulae for designing LDBSP by model test and the least square method, which can be applied in engineering design.Through the research, it is proved that it is unnecessary to keep geometrical similarity of spring-piece shape. This fact extends the application scope of the formulae. The proposed formulae for designing LDBSP thereby can be applied for any dimensions within the range allowed.     

Stability and Accuracy Analysis for Taylor Series Numerical Method

The Taylor series numerical method (TSNM) is a time integration method for solving problems in structural dynamics. In this paper, a detailed analysis of the stability behavior and accuracy characteristics of this method is given. It is proven by a spectral decomposition method that TSNM is conditionally stable and belongs to the category of explicit time integration methods. By a similar analysis, the characteristic indicators of time integration methods, the percentage period elongation and the amplitude decay of TSNM, are derived in a closed form. The analysis plays an important role in implementing a procedure for automatic searching and finding convergence radii of TSNM. Finally, a linear single degree of freedom undamped system is analyzed to test the properties of the method.     

关于定积分integralfromn=0toa(e~(-x~2)dx)的几种解法

本文在高等数学、数值分析的研究过程中,总结了定积分的几种解法,如重积分法、无穷级数法、数值解法。     

利用URL-Key领域术语识别方法

首次提出利用URL-Key进行领域术语识别的方法。以URL作为媒介, 借助已知URL-Key的领域性来判断未知领域候选术语的领域性。首先, 借助互联网中已有的人工分类领域URL, 根据URL-Key在各领域汇总使用的频度, 采用基于方差的领域URL-Key识别方法, 构建领域URL-Key词表; 然后, 利用伪反馈技术, 收集候选领域词检索得到的URL结果集, 根据URL结果集构建候选领域术语的URL-Key特征向量; 最后, 利用SVM对候选领域术语进行提取。在4个领域进行实验, 都取得不错的效果。新提出的方法可以有效地解决低频术语识别问题, 为低频术语的识别提供新的思路。     

对称荷载作用下弹性地基梁的傅里叶级数解

考虑地层位移荷载及梁与地基可能产生的脱空,针对长度在沉降槽内和长度延伸到沉降槽外的2种梁建立了弹性地基梁对称问题的数学模型.利用阶梯函数及脉冲函数,在所建数学模型基础上推导了求解弹性地基梁挠度的傅里叶级数系数的线性方程组,提出了计算方程组中脱空范围这一多余未知量的迭代步骤,利用有限元数值解对傅里叶级数解进行了验证.结果表明,傅里叶级数解精度高,可以作为带有脱空弹性地基梁问题的解析解,要达到相同的精度,傅里叶级数解的计算量远比有限元解的计算量小.此外,脱空范围的大小,不随级数项数的多寡而改变.傅里叶级数解法不但精度高,而且能够灵活处理不同形式的荷载,是求解复杂荷载条件下弹性地基梁问题的有效解析方法.     

一类带线性项非局部问题解的存在性与非存在性

研究了一类非局部问题,利用山路引理和变分方法,获得该类问题的一个正解和一个负解,充实了非局部问题解的存在性理论,补充了已有的研究内容.同时,利用变分法获得了该问题非平凡解不存在的结果.     

论《译者的任务》中intention的翻译

随着经济全球化和学术思想自由化的发展,越来越多的学术著作被译介到中国,术语汉译如何规范化也理所当然地成为译界关注的焦点。通过对《译者的任务》中intention的研究,发现该术语的翻译存在一词多译或同名异译的现象。基于此,文章试图从深层次挖掘相关概念的区别和联系,希望对intention的翻译做正本清源式的讨论。     

无穷级数新的积分判别法

利用有界变差函数的性质,建立了比Cauchy积分判别法更广泛的新的积分判别法;利用实分析中的Lebesgue逐项积分定理,推广了文献[7]中一个数项级数收敛性判别法.     

具有齐次核的Hilbert型积分不等式的构造特征及应用

利用实分析技巧,研究具有齐次核的Hilbert型积分不等式的构造特征及取最佳常数因子的充要条件,得到了最佳常数因子的解析表达式.     

有界复形的 Modi ed Ringel Hall 代数的结构常数

设k是有限域.A是k上的满足一定有限性条件的本质小的遗传阿贝尔范畴.本文研究了有界复形范畴的modified Ringel—Hall 代数MH(A)中零微分复形乘积的结构常数，给出了它们与A的Ringel-Hall 代数H(A)的Hall数之间的关系.