增强Fisher判决的Bagging集成分类方法

提出了一种样本间的相似性度量方法,并将这种相似性度量信息附加到Fisher线性判别的类内、类间离散度矩阵,使得Fisher判决准则在使类内距离迭最小、类间距离迭最大的同时,也使类内相似度迭最小、类间相似度达最大,获得比原始Fisher判剐更好的投影矩阵。实验证明,与Bagging集成的Fisherfaee比较,该方法显示出更好的识别率。     

置换率对刚-柔性桩复合地基的影响

为了研究桩置换率对刚-柔性桩复合地基性能的影响程度,在温州地区进行了多个大型刚-柔性桩复合地基静荷载试验.在静荷载试验中对刚性承压板下压力盒进行同步检测,根据检测成果比较不同置换率下刚-柔性桩复合地基沉降情况,分析置换率对刚-柔性桩复合地基的桩土应力、桩土应力比以及荷载分担比的影响.检测结果表明:复合地基中刚性桩置换率对沉降特性影响较大,增大刚性桩置换率会明显减小沉降.刚-柔性桩复合地基中刚性桩在承载方面发挥重要作用,刚性桩置换率越高作用越明显.复合变形模量随复合地基中桩置换率减小而减小.刚性桩置换率越高,刚性桩承载力发挥度越小,柔性桩承载力发挥度越大,土承载力发挥度越小.     

评判燃煤锅炉结渣特性的两种模式识别方法的对比

将直接模糊模式识别方法和基于Vague集的距离意义下相似度量理论引入燃煤锅炉结渣评判中.评判结果表明,二模型能较好的解决了误判断或因识别结果无显著差异而无法作出明确评判的问题.与通常模式识别方法相比,此方法所得数据结果能够使现场运行人员比较容易地得出当前运行锅炉的结渣状况.     

Nonlinear dynamic behaviors of ball bearing rotor system

Nonlinear forces and moments caused by ball bearing were calculated based on relationship of displacement and deflection and quasi-dynamic model of bearing.Five-DOF dynamic equations of rotor supported by ball bearings were estimated.The Newmark-β method and Newton-Laphson method were used to solve the equations.The dynamic characteristics of rotor system were studied through the time response,the phase portrait,the Poincar?maps and the bifurcation diagrams.The results show that the system goes through the quasi-periodic bifurcation route to chaos as rotate speed increases and there are several quasi-periodic regions and chaos regions.The amplitude decreases and the dynamic behaviors change as the axial load of ball bearing increases;the initial contact angle of ball bearing affects dynamic behaviors of the system obviously.The system can avoid non-periodic vibration by choosing structural parameters and operating parameters reasonably.     

Stability analysis of shallow tunnels subjected to seepage with strength reduction theory

Based on strength reduction theory, the stability numbers of shallow tunnels were investigated within the framework of upper and lower bound theorems of limit analysis. Stability solutions taking into account of water seepage were presented and compared with those without considering seepage. The comparisons indicate that the maximum difference does not exceed 3.7%, which proves the present method credible. The results show that stability numbers of shallow tunnels considering seepage are much less than those without considering seepage, and that the difference of stability numbers between considering seepage and without considering seepage increase with increasing the depth ratio. The stability numbers decrease with increasing permeability coefficient and groundwater depth. Seepage has significant effects on the stability numbers of shallow tunnels.     

Influence of preload discreteness on air-operated separation process of low-shock separation device

To investigate the influence of design parameters on the performance of separation device,the structure and air-operated test of a low-shock separation device are introduced and analyzed in this paper.According to the law of energy conservation and aerodynamics,a mathematical model is built.Because the preload used to ensure the connection reliability has the discreteness,which will influence the separation process,the influence of preload discreteness on the air-operated separation process is simulated and tested.Simulation results are consistent with the experimental results.It is shown that the change of preload has an obvious influence on the separation process.The study is useful for the design and optimization of separation device.     

Dynamic fracture behavior of rock under impact load using the caustics method

We studied the dynamic fracture mechanical behavior of rock under different impact rates. The fracture experiment was a three-point bending beam subjected to different impact loads monitored using the reflected caustics method. The mechanical parameters for fracture of the three-point bending beam specimen under impact load are analyzed. The mechanism of crack propagation is discussed. Experimental results show that the dynamic stress intensity factor increases before crack initiation. When the dynamic stress intensity factor reaches its maximum value the crack starts to develop. After crack initiation the dynamic stress intensity factor decreases rapidly and oscillates. As the impact rate increases the cracks initiate earlier, the maximum value of crack growth velocity becomes smaller and the values of dynamic stress intensity factor also vary less during crack propagation. The results provide a theoretical basis for the study of rock dynamic fracture.     

一种基于P2P分层结构的网格资源发现模型

网格资源发现是网格研究中的重要组成部分,随着P2P网络的兴起,许多新的概念和研究方向为网格研究提供了思路.该文在分析了现有网格资源查找方式不足的基础上,提出了一种基于P2P分层结构的网格资源发现模型.模型针对网格资源的特点引入了本体和语义相关度概念,在此基础上将网格资源进行分层管理,并借鉴了iVCE体系结构,提出了本体共同体的概念从而较好解决了虚拟组织内节点的动态自组织问题,较好实现了网格资源的聚合以及动态增减问题.     

新型高量程冲击硅微机械加速度传感器的设计与制造

给出了一种测量高量程冲击加速度的硅微机械加速度传感器的设计和制造方法.加速度传感器采用整体式悬臂梁结构,在硅片平面内设计了两个分布方向相反结构相同的悬臂梁,每个悬臂梁顶端通过硼扩散形成两个压敏电阻,四个压敏电阻构成惠斯通全桥连接.悬臂梁两侧面和过载保护曲面采用DRIE技术加工,过载保护曲面设计成近似于冲击加速度传感器承受最大加速度时悬臂梁弯曲曲面的形状,一方面提高了悬臂梁过载保护能力,另一方面可以调节加速度传感器的工作阻尼至临界阻尼,有效提高了加速度传感器的工作频率带宽.分析和测试结果表明,加速度传感器的灵敏度达到3.024μV/g,工作频率带宽达到0～81 kHZ,量程达到0～50 000 g.加速度传感器的性能能够满足测量冲击过程的要求.     

纤维素酶处理对阔叶木浆打浆性能的影响

就纤维素酶处理对漂白阔叶木浆打浆性能的影响进行了研究.结果表明,Novozym476处理阔叶木浆,在相同的打浆转数下可以提高打浆度,在转数为30000r时打浆度提高了7.3%.在相同的打浆转数下,经纤维素酶处理后浆料的裂断长、撕裂指数和耐破指数都比未经酶处理的浆料有所下降,而松厚度有所增加.