基于Java EE高效开发模型的人事管理系统实现

在对传统的人事管理系统开发模式进行分析的基础上,通过对Spring、Struts和Hibernate框架的研究,整合出基于Java EE的高效开发模型。以该模型为基础,结合人事管理的实际需求,设计开发了人事管理软件系统。经过与传统开发模式进行比较,充分验证了该模型在软件开发中的有效性。     

ASP平台上基于Web Service的插件技术的实现

以国家“863”项目面向网络化制造的AsP(Application Service Provider)平台开发及应用为背景,针对在ASP平台提供应用服务需使用平台提供的插件来实现集成从而达到无缝连接这一要求。着重探讨了基于Web Service的插件技术的实现原理,并给出在ASP平台上实现的一个实例。     

N,N-二甲基对甲基苯胺的自动氧化

N,N-二甲基对甲基苯胺(DMT)是一个典型的电子给体,可以和多种电子受体形成称之为CCT(Contact Charge Transfer)的络合物。在光照条件下,这种络合物可以生成离子自由基,从而引起一系列反应。同时,DMT又是一个还原剂,很容易发生氧     

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．     

东亚地区二氧化碳体积分数变化特征

利用2004年以来东亚地区10个本底观测站大气φ(CO₂)观测资料,分析了各站大气φ(CO₂)的变化特征及其各站之间的差异,讨论了下垫面特征、源汇作用等对φ(CO₂)变化的影响.结果表明:10个本底站大气月均φ(CO₂)有明显的季节变化,高值多出现在冬春等寒冷季节,而低值则多出现在6—9月,属于北半球的夏季;大气φ(CO₂)日变化趋势较为一致,15时(当地时间)前后达到全天最低,随后φ(CO₂)升高,并在日落后继续积累,至清晨7时(当地时间)前后达到全天最高,之后φ(CO₂)随着太阳辐射的增强而逐渐降低,且平均φ(CO₂)水平与下垫面植被量成反比,φ(CO₂)日变化的幅度与下垫面植被量成反比.作为全球基准站之一的瓦里关山站,2004—2008年φ(CO₂)年均值逐年增加,年增长率为2.28×10^-6/a.     

山地城市小流域暴雨径流模型的研发及应用

采用ArcEngine二次开发包结合水力学基础算法,建立山地城市暴雨径流模型,以模拟山地城市降雨径流,分析山地城市排水系统的排放能力。应用该模型对重庆市北部新区盘溪河流域排水系统进行了预测和评估,结果表明,模拟结果与实测数据的效率系数Nash-Suttcliffe系数Ens为0.56～0.76,相对误差8.82%～11.8%。模型关键参数率定及敏感性分析表明,最敏感参数为径流宽度、坡度、曼宁系数和不透水面积率。针对排水管道内流量、充满度和溢流检查井个数等方面进行了排水系统排放能力的评估,结果表明,一年一遇暴雨下有0.52%的排水管道长时间处于满流状态,五十年和百年一遇的超载排水管道占排水管道总数5.86%和8.20%;百年一遇暴雨下有0.72%的检查井发生溢流,一年一遇暴雨下有0.31%的检查井发生溢流。该模型实现了对山地城市暴雨径流的产汇过程模拟以及内涝点位置和数量的识别,为城市雨水管网管理提供决策支持。     

基于功率流理论的大型水电站厂房结构脉动压力频响分析

以某大型水电站厂房为研究对象,采用模型水轮机流道实测脉动压力数据,对厂房整体结构进行有限元仿真频响分析,基于功率流理论、功率流有限元方法及APDL语言编程,实现厂房风罩、楼板、立柱及廊道结构功率流的计算。结果表明:蜗壳脉动能量的传导以剪切波效应为主,以竖向和顺河向的动力响应为表现方式;机墩及风罩结构是功率流传导的主要路径,其结构形式简单,耗能效果不显著;厚墙、厚板结构能较好吸收传导的能量,限制厂房上部结构动力响应幅值。本文研究成果可为厂房低频脉动压力传导测试及分析提供理论依据及参考。     

Improved single-neuron PID controller for DC motor applied in robot system

An improved single-neuron proportional integral derivative (PID) controller and a new method to build the DC motor system were presented in the article. In the simulation, the robot arm is considered as an external load to DC motor. Both the motor module and the load module are created in Simulink to achieve simulation results closer to real robot system. In this way, it can well verify the performance of the improved single-neuron PID controller, which is a combined controller of normal PID controller and single-neuron PID controller. Besides, an intelligent switcher can help to realize the function of choosing a better control algorithm according to motor’s velocity output. Simulated results confirm the rapid and stable response of the improved PID controller. Moreover, the improved single-neuron PID controller has an excellent ability to overcome the load impact and supress the jamming signals. At last, a GUI interface platform is built to make the controller easier to be applied in other robot systems.     

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.     

城市交通视觉仿真

基于MATLAB和VB仿真软件,建立了城市交通路口交通量、最佳路径、交通事故、事故树和交通量预测5个仿真模块。利用VB建立系统界面,调用MATLAB对路口交通量进行仿真分析,采用函数曲线拟合法对数据进行了处理,得到了相应的规划措施。