KEADA: Identifying Key Classes in Software Systems Using Dynamic Analysis and Entropy-Based Metrics

Software maintenance is indispensable in the software development process. Developers need to spend a lot of time and energy to understand the software when maintaining the software, which increases the difficulty of software maintenance. It is a feasible method to understand the software through the key classes of the software. Identifying the key classes of the software can help developers understand the software more quickly. Existing techniques on key class identification mainly use static analysis techniques to extract software structure information. Such structure information may contain redundant relationships that may not exist when the software runs and ignores the actual interaction times between classes. In this paper, we propose an approach based on dynamic analysis and entropy-based metrics to identify key classes in the Java GUI software system, called KEADA (identifying KEy clAsses based on Dynamic Analysis and entropy-based metrics). First, KEADA extracts software structure information by recording the calling relationship between classes during the software running process; such structure information takes into account the actual interaction of classes. Second, KEADA represents the structure information as a weighted directed network and further calculates the importance of each node using an entropy-based metric OSE (One-order Structural Entropy). Third, KEADA ranks classes in descending order according to their OSE values and selects a small number of classes as the key class candidates. In order to verify the effectiveness of our approach, we conducted experiments on three Java GUI software systems and compared them with seven state-of-the-art approaches. We used the Friedman test to evaluate all approaches, and the results demonstrate that our approach performs best in all software systems.     

具有非线性扰动与外部干扰的结构系统鲁棒H∞控制

针对一类具有非线性不确定及外部扰动的结构系统,提出一种基于线性矩阵不等式的鲁棒H∞主动控制策略.当结构系统质量矩阵中存在摄动时,将其描述为一种中立不确定的动态模型系统,通过鲁棒H∞控制方法同时保证了结构系统在模型和参数摄动下以及在控制变量和扰动存在非线性不确定性时的鲁棒稳定.最后通过对一个单自由度建筑结构模型在地震波作用下的主动振动控制仿真证明了该方法的有效性.     

Synthesis of Halopyrazole Matrine Derivatives and Their Insecticidal and Fungicidal Activities

Matrine is a traditional botanical pesticide with a broad-spectrum biological activity that is widely applied in agriculture. Halopyrazole groups are successfully introduced to the C13 of matrine to synthesize eight new derivatives with a yield of 78–87%. The insecticidal activity results show that the introduction of halopyrazole groups can significantly improve the insecticidal activity of matrine on Plutella xylostella, Mythimna separata and Spodoptera frugiperda with a corrected mortality rate of 100%, which is 25–65% higher than matrine. The fungicidal activity results indicate that derivatives have a high inhibitory effect on Ceratobasidium cornigerum, Cibberella sanbinetti, Gibberrlla zeae and Collectot tichum gloeosporioides. Thereinto, 4-Cl-Pyr-Mat has the best result, with an inhibition rate of 23–33% higher than that of matrine. Therefore, the introduction of halogenated pyrazole groups can improve the agricultural activity of matrine.     

非晶态Fe_(13.3)Ni_(69.6)Si_(0.9)B_(16.2)合金的Cross-Over效应

本文研究了非晶态Fe_(13.3)Ni_(69.6)Si_(0.9)B_(16.2)合金的居里温度Tc的Cross-Over现象。在宏观态的总动力学是由具有不同驰豫时间常数的微观态动力学的变化的叠加的假定前题下,可用来说明该现象的变化行为。由实验数据得出v_0=10~(12)s~(-1)是合理的参数值,并且Cross-Over效应与微观态的初始值紧密相关。     

经编机摆动臂有限元分析及优化设计

以有限元分析与优化设计理论为基础,结合UG NASTRAN有限元分析软件,建立了经编机槽针床摆动臂结构的有限元分析模型,对其结构进行了静力学应力分析,利用应力分析结果作为优化设计的强度和刚度约束条件,建立了经编机槽针床摆动臂的数学模型,并对其进行优化。结果表明,在保证零件强度和刚度的前提下,通过改变主要设计尺寸参数,使结构的质量减轻了7.6%,从而有效提高了机构的运行速度。     

应用随机有限元法分析受损伤人字型变电构架的可靠性

采用随机有限元方法对受损伤的变电站人字型变电构架进行了可靠性计算分析。分析中主要考虑了材料和荷载的不确定性以及构件的损伤。分析结果表明,用随机有限元计算受损伤的人字型变电构架的随机响应是可行的。利用计算出的随机响应量的统计参数,在假定其分布后,可以用一次二阶矩法估算结构控制截面的可靠度指标,进而可以讨论损伤对构架控制截面可靠度指标的影响,并为下一步的模糊综合评判奠定了基础。     

钢框架模型结构的损伤诊断

提出了一种基于结构振动特性的两阶段损伤诊断方法,先由基于柔度矩阵的损伤定位技术确定可能损伤的单元位置,然后采用二阶特征灵敏度分析法对其损伤程度进行估计,对一两层空间钢框架模型结构进行了模拟损伤试验研究,采用环境与力锤脉冲两种激励方式,考虑了4种损伤模式、损伤诊断的结果表明,该方法能够有效地识别出结构损伤单元的位置与严重程度．     

川中地区南充构造成因机制探讨

南充构造处于川中隆起斜坡位置,又是龙门山构造带、大巴山构造带和华蓥山构造带等不同方向不同时期构造交汇叠置地区。为研究分析川中地区南充构造,基于区域地质资料、地震资料及物理模拟实验对南充构造成因机制进行分析。研究表明,南充构造形成于燕山晚期,在喜马拉雅期改造定型,通过设计实施构造物理模拟实验,验证了在隆升作用下南充构造形成的可能性。     

偏心受压构件可靠度分析的极限状态方程

分析了偏心受压构件可靠度计算采用的极限状态方程。对钢筋混凝土大小偏心受 压和不允许开裂的混凝土受压构件作了以轴向压力表达和以弯矩表达的极限状态方程 的可靠度对比计算。计算结果表明，以通常采用的轴向压力表达的极限状态方程进行可靠度分析．不能确切地反映荷载变异性对可靠度的影响．因此所计算的可靠指标也 是不确切的．建议偏心受压构件可靠度分析采用以弯矩表达的极限状态方程。     

加筋圆柱壳流固耦联振动步长样条元分析

本文用步长样条元分析了加筋圆柱壳流固耦联振动特性.利用流固交界面运动协调条件求出流场势函数与流体位移场的关系式;由变分原理推导出系统运动方程.对加筋圆柱壳振动特性进行了数值分析,探讨了液动压力对结构固有频率的影响.