一类特殊根及其刻划

研究了任一个超幂零根为零的亚直不可约环所确定的环类 ,证明了由这样的环类所确定的上根都是特殊根 ,并且给出了这类根的一些刻划     

与半群的完全不可逆生成集相关的几个性质

讨论了半群环的两个性质以及关于半群的a.c.c.p.（主理想升链条件）的一个结论。     

关于Herstein定理的逆问题研究

设R是一个环,如果存在n>1使f:x→xn为R的一个环同态,则映射f:R→R称为一个幂自同态。本文将完全刻划出无零因子环的所有幂自同态。     

相对性原理与空间对称

本文分析了相对性原理与空间对称性的关系 ,指出物理规律不变性的破坏必然是时空空间的均匀性、对称性的破坏     

THE PRACTICE OF ACRYLIC SIROSPUN YARN ON THE SEMI WORSTED SPINNING FRAME

The technique of sirospun process is applied on a modified semi-worsted balloonless spinningframe to investigate the effect of spindle-speed,yarn-twist and strand-spacing on yarn properties.Yarn breaking strength,breaking extension,evenness and imperfection are examined on the basisof CCD experimental design.Yarn hairiness is particularly concerned,being found that all spinningparameters tested have significant effects on hairiness and that the minimum number of hairs oc-curs at the strand-spacing of 14.4 mm.Compared to conventional single spun yarn,experimentshave revealed the greatest advantage of using sirospun process is that all sirospun yarns have muchless hairiness.A new sirospun yarn fault,so called“loop”,has also been examined.The most likely cause forthis yarn fault is the strand-tension unbalance between the two strands when low tension spinningis applied.Further analysis and some initial tests have been carried out in the hope of overcomingthis loop fault which is an important obstacle to the application of balloonless spinning.     

分次环的Brown-McCoy根

研究了分次环的Brown-McCoy根,用新的方法证明并推广了文献[1]中的主要结果,证明在比自由群更广泛的群类上分次环的Brown-McCoy根是分次的.     

A NOTE ON ASSOCIATED GRADED RINGS OF IDEALS HAVING HIGHER ANALYTIC DEVIATION

In this note,we will generalize some results about the Cohen -Macaulaymess and Gorensteinness of Rees rings and associated graded rings of ideals having higher analytic deviation.     

粘结开裂破坏框架柱性能的研究

本文以试验结果为基础,通过轴压力、配筋、配箍、加载方向的变化,分析了这些因素对产生粘结开裂破坏框架柱性能的影响,并给出了产生粘结开裂破坏的m值下限。     

结合环的一个结构定理

本文讨论了一般结合环与(左)S-单式周期环在一定条件下的结构问题,得出它们分别是局部交换环与诣零交换环,或为局部交换环的亚直和。同时,推广和改进了文献[l]的结果。     

二层底框混合结构抗震设计概述

在《建筑抗震设计规范（GBJ11－89）》中与底层框架砖房有关的条文规定和大量实际工程设计的基础上，对底部2层框架砖房的抗震设计问题进行探讨。