“换水”的父亲

父亲常说自己是个命苦人,爱念书却上不了学。自己上不了学,再苦再累也要供儿女上学。我的故乡水质不好且没有学校。为了使我们能健康成长,从记事时起,父亲就先后把我们弟妹4人带到外乡亲戚家里,近则五六里,远则二三十里,好话多说,求得     

基于Web的多媒体课件设计

介绍了基于 Ｗｅｂ的多媒体课件设计技术及实现方法。重点讨论分析了软件实现的几个关键技术：Ｗｅｂ数据库访问及连接技术Ｊａｖａ语言及脚本语言实现教学的交互式动态演示技术及ＶＲＭＬ（虚拟现实建模语言）在Ｉｎｔｅｒｎｅｔ上实现三维虚拟交互式教学等动态Ｗｅｂ技术,并详细介绍了关键技术在《计算机网络技术》多媒体课件中的应用。     

一阶方向导数极值法--一种检测边缘的新方法

文中通过傅里叶变换（Ｆｏｕｒｉｅｒ ｔｒａｎｓｆｏｒｍ）,在频率域,通过求垂直于边缘的阶方向导数,并检测其极值（极大或极小）点来确定边缘,同时,参考一阶方向导数的数值来排除一些非边缘点（一阶方向的数值为数者,零也为常数）,实验证明该方法检测边缘有准确度高,而且不选取门限值（阈值）。     

一种具有容器性能的SVM多值分类器

基于ＳＶＭ理论的分类器已经发展成为一种通用的二值分类器,但是它地噪音数据非常敏感,而且不适用于多值分类场合,将标准的ＰＣＡ算法扩展到更普遍的领域,并提出了一种新的ＳＶＭ分类器学习结构,它使用扩展的ＰＣＡ算法对训练集数据进行降噪声射,产生一个新的数据集,然后通过０反称阵将一组二值分类器组合成一个多值分类器来处理该数据集,理论分析和试验表明该分类器学习效率高并且有很强的容器性能。     

地形等高线与经纬网的分离及其矢量化

该文利用经纬网在局部范围的直线性及直线的平均ｆｒｅｅｍａｎ链码等于其上任意一点的链码这一特性,达到自动分离经纬网与等高线的目的,为实现等高线图扫描输入计算机的自动矢量化打下基础。     

操作系统安全解决方案浅析

在开放的网络环境中,操作系统安全在计算机系统整体安全中至关重要。本文从操作系统安全模型研究入手,重点介绍一种操作系统安全加固的技术,即通过在操作系统内核加置安全加固模块,分散操作系统权限,提高操作系统安全     

螺旋桨搅拌槽中液体的流动结构

在直径１６００ｍｍ的平底柱形有机玻璃槽中，利用热膜风速仪测量了２个搅拌浆－槽体系中流体的时均速度，脉动速度的均方根值，湍流强度，纵向积分尺度，纵向微分尺度和能谱函数。研究了时均速度及湍流微结构在搅拌槽中的分布规律及搅抖转速的影响。     

基于ANSYS的钢模台车顶模架拓扑优化设计

以江坪河溢洪道钢模台车为例,在用ANSYS软件对顶模架初始设计方案进行有限元分析的基础上,利用ANSYS拓扑优化理论对顶模架进行了结构拓扑优化设计,并对拓扑优化后的结构设计方案进行了有限元分析。对比分析结果显示,拓扑优化后的顶模架结构刚度、强度均有一定的提高,且未增加制造难度。     

大跨空间结构性能水准划分及其易损性分析

为研究大跨空间结构强震作用下性能水准的确定和量化,以凯威特单层球面网壳为例,确定了结构分级性能水准,采用多地震动全过程分析的方法建立了结构基于多项特征响应的损伤模型,应用此损伤模型刻画了结构不同的损伤程度,并给出了分级性能水准的界限值及对应的结构宏微观响应,从而实现了大跨空间结构分级性能水准易损性分析．     

Research on vertical deformation during construction of Shanghai World Financial Center

Shanghai World Financial Center is one of the highest buildings in the world, of which cumulation of vertical deformation during construction is significant and worth investigating. A refined finite element model was developed to conduct full-process analysis of construction of super-high rise buildings like Shanghai World Financial Center, in which the discrete analysis method of time-varying structures and age-adjusted effective modulus method were both used. In the finite element analysis, the whole construction process was divided into a series of stages, each with a structural system that is a part of the whole structure and with different material parameters, geometrical parameters, loading and boundary conditions. The whole construction process of Shanghai World Financial Center in consideration of creep of concrete was simulated successfully by using the finite element model and the analytical method developed. With respect to different construction stage, the total vertical deformation, inter-floor compression deformation and the relative deformation between the outer frame and the core-wall were obtained through the analysis. The comparison between the results from the stage-wise full-process analysis of construction with and without considering the creep and the results from the conventional analysis of the whole building under the total load from all self-weight and construction applied to the structure "in one go" shows that the cumulative effect on the deformation from the construction process and the creep effect need to be considered in analyzing the deformation of Shanghai World Financial Center, and the super-high rise buildings suchlike. Finally, the simulation results correlate well with the monitoring results-a proof of the feasibility and the validity of this paper.