Synthesis and Characterization of Porphyrin-Trisbenzimidazole Dinucleating Ligand and Its Heterodinuclear Complex as CcO Active Site Model

A new dinucleating ligand having two metal-binding sites has been designed and synthesized as model ligand for Cytochrome c Oxidase. The corresponding heterodi-nuclear complex, as an active site model of Cytochrome c Oxidase, consisting of a porphyrinatocobalt compound covalently linked with a copper derivative of tris(2-benzimidazylmethyl) amine bearing three benzimidazole ligands for copper was synthesized and spectroscopically characterized. The spectra data suggest that there are interactions between the cobalt and copper coordination units. The cobalt is coordinated to four central nitrogens of the porphyrin and the copper has pentaco-ordinate geometry with the four tertiary amine nitrogens and a chloride.     

Instability of the shear layer in the near wake of a circular cylinder

The instability of the shear layer separated from a circular cylinder is studied with the Reynolds number (Re) of 3000～104 by numerically solving the two-dimensional Navier-Stokes equations. In the wake of the cylinder, primary vortex shedding with natural frequency fs occurs, and the instability of the shear layer with frequency ft develops, which leads to mixing layer eddies and interacts with the primary shedding vortices. However, there remains some uncertainties regarding to the variation of the shear layer characteristic frequency with the Reynolds number. Based on the previous experimental work, several relationships of ft/fs with Re has been proposed including ft/fs～Re0.5 by Bloor, ft/fs～Re0.87 by Wei and Smith and ft/fs～Re0.67 by Prasad and Williamson. The objective of this study is to predict reasonably the relation of the shear layer instability frequency with the Reynolds number based on the present accurate calculation with the high-order schemes and high-resolution spectrum analysis. According to our calculated results, a variation for the normalized shear-layer frequency of the form ft/fs～Re0.69 is predicted numerically, which is in good agreement with a recent experimental measurement of Re0.67 and physical prediction of Re0.7.     

Shift visual cryptography scheme of two secret images

A new visual cryptography scheme of two secret images, which is named the shift visual cryptography of two secret images, is given. The compound function family of a general construction model is also introduced. The uniqueness and validity of this model are proved, and the minimum rows and columns for realizing the scheme are obtained. Compared with visual cryptography of one secret image, the shift visual cryptography scheme can share two secret images with the same size of pixels expansion without losing the contrast. It has randomness and various forms, and furthermore, we can also visually recover two secret images even if the two shares are different in form and color.     

碳钢粉末渗铝试验研究

对 2 0碳钢进行了粉末包埋渗铝试验 ,优化了渗剂配方及渗铝工艺。采用X射线衍射仪分析了渗铝层的相成分 ,并对渗铝层的微观组织和渗铝钢的力学性能进行了测试。结果表明 ,使用 3号渗剂的 2 0碳钢的表面渗铝效果最好。 2 0碳钢渗铝层内未出现高铝脆性相 (FeAl3 、Fe2 Al5等 ) ,这有利于改善渗铝钢的力学性能和焊接性能。 2 0碳钢经渗铝处理后 ,其机械性能略有降低 ,高温持久性能明显降低 ,而抗高温氧化性能大大提高。     

Struts和JDO的Web应用

网络技术的发展促使应用系统结构由C／S结构到B／S结构的转变，因而要构建一个具有高稳定性、可扩展性、可维护性的应用系统，B／S结构的设计就极为重要．在简要介绍MVC软件设计模式和存储层设计的基础上，提出了Struts和JDO两种技术相结合的B／S开发结构，而这种B／S结构可以用于构建强壮的中小型Web应用系统．     

径向柱塞泵电液比例排量的模糊积分复合控制

在液压控制系统中,采用传统的PID控制策略难以达到高精度的要求。本文提出一种模糊-积分复合控制策略,大偏差时采用模糊控制,小偏差时采用积分控制,由此构造的控制器满足液压系统响应速度快,超调小,没有稳态误差的要求。     

用PB开发三层分布式医院信息系统

在分析三层分布式原理的基础上，讨论用Powerbuilder开发三层分布式医院信息系统的方法。     

钒和碳双注入钢的纳米结构、强化机制和抗磨损特性

研究了V C双重离子注入合成纳米结构、相变和抗磨损机制．研究表明，注入后可改变钢的成分，V与Fe原子比最高可达到28％；形成了纳米相弥散强化结构和无序相强化结构．从而提高了钢表面硬度，表面硬度可提高23％～146％；抗磨损也有着明显的提高，磨损阻抗为未注入钢的2．2～3．6倍．     

苯及其氮取代体系的电子结构和性质比较

采用量子化学计算方法讨论了苯及其吡啶、哒嗪、嘧啶、吡嗪 5个分子的几何构型、稳定性和前线分子轨道。得到氮取代使前线分子轨道组成发生变化 ,轨道能级差减小 ,反应活性增加的结果。     

改性腈纶纤维混凝土梁的弯曲疲劳特性

为了获得具有经济性和良好技术性能的混凝土结构,有必要研究改性腈纶纤维(以下简称腈纶纤维)对混凝土弯曲疲劳强度及疲劳极限的增强作用。用四点加载方法研究了腈纶纤维混凝土梁和底层撒布较长钢纤维的腈纶纤维混凝土梁的弯曲疲劳性能。研究结果表明:当腈纶纤维体积分数为0.085%时,腈纶纤维混凝土梁和底层撒布较长钢纤维的腈纶纤维混凝土梁的弯曲疲劳强度比素混凝土分别提高11.7%和15.7%;当应力水平为0.90时,腈纶纤维混凝土梁和底层撒布较长钢纤维的腈纶纤维混凝土梁弯曲寿命分别是素混凝土的22倍和29.01倍。底层撒布较长钢纤维的腈纶纤维混凝土梁的弯曲疲劳性能优于底层只撒布一层钢纤维或只采用腈纶纤维来增强的混凝土梁。复合纤维增强混凝土适用于道路及机场跑道。