多荷载耦合作用下立井井壁潜在破坏区的确定

首先采用弹性理论对立井井壁进行了分析,建立了井壁破坏的理论模型,进而采用通用有限元软件ANSYS,建立了立井井壁的大型三维分离式有限元数值模型。运用这两种模型详细研究了多种荷载耦合作用对立井井壁的影响,多种荷载包括：随深度变化的土压力、随时间变化的疏水附加力以及井壁自身重量。确定了立井井壁在这三种荷载综合作用下的应力、应变集中区,论证了井壁破坏理论中疏水附加力理论的正确性,对井壁设计理论以及加固区域的确定提供了一定的理论指导。本文有限元模型的建立方法以及得到的结论,在一定程度上丰富了立井井壁理论的内容,增加了立井井壁理论研究的方法,促进了井壁附加应力说的发展。     

改进灰色模型在中长期电力负荷预测中的应用

针对中长期电力系统负荷预测,在前人已有成果的基础之上,对普通灰色模型进行了改进.一方面对历史数据进行二次平滑处理,大大消除了干扰因素;另一方面利用带有马尔可夫链符号估计的残差修正技术对未来残差的符号进行预测以修正灰色模型的预测结果.以某地区多年以来的历史数据为基础,建立了数学模型,通过实际数据计算表明:改进后的灰色负荷预测方法可以应用于电力系统中长期负荷预测,而且较普通灰色预测模型在预测精度上有着明显的提高,尤其是对于较远时间的负荷预测有着较为理想的预测精度,表明了该种方法的有效性和实用性.     

Formation mechanism of aerodynamic drag of high-speed train and some reduction measures

Aerodynamic drag is proportional to the square of speed. With the increase of the speed of train, aerodynamic drag plays an important role for high-speed train. Thus, the reduction of aerodynamic drag and energy consumption of high-speed train is one of the essential issues for the development of the desirable train system. Aerodynamic drag on the traveling train is divided into pressure drag and friction one. Pressure drag of train is the force caused by the pressure distribution on the train along the reverse running direction. Friction drag of train is the sum of shear stress, which is the reverse direction of train running direction. In order to reduce the aerodynamic drag, adopting streamline shape of train is the most effective measure. The velocity of the train is related to its length and shape. The outer wind shields can reduce train’s air drag by about 15%. At the same time, the train with bottom cover can reduce the air drag by about 50%, compared with the train without bottom plate or skirt structure. Foundation item: Project(2001AA505000) supported by the National High-Tech Research and Development of China     

Support vector machine forecasting method improved by chaotic particle swarm optimization and its application

By adopting the chaotic searching to improve the global searching performance of the particle swarm optimization (PSO), and using the improved PSO to optimize the key parameters of the support vector machine (SVM) forecasting model, an improved SVM model named CPSO-SVM model was proposed. The new model was applied to predicting the short term load, and the improved effect of the new model was proved. The simulation results of the South China Power Market’s actual data show that the new method can effectively improve the forecast accuracy by 2.23% and 3.87%, respectively, compared with the PSO-SVM and SVM methods. Compared with that of the PSO-SVM and SVM methods, the time cost of the new model is only increased by 3.15 and 4.61 s, respectively, which indicates that the CPSO-SVM model gains significant improved effects. Foundation item: Project(70572090) supported by the National Natural Science Foundation of China     

HP nonlinear guidance law design based on smooth sliding mode control

To eliminate the perturbation of interceptor detection induced by aerodynamic heating,the head pursuit (HP) guidance law for three-dimensional interception was presented. The guidance law positioned the interceptor ahead of the target on its flight trajectory,and the speed of interceptor was required to be lower than that of the target. On the basis of a novel head pursuit three-dimensional guidance model,a nonlinear guidance law was developed based on smooth sliding mode control theory. At the same time,a special observer was designed to estimate the target acceleration,and a numerical example on maneuvering ballistic target interception verified the effectiveness of the presented guidance law.     

火电机组厂级负荷优化算法的比较

分析了目前国内火电机组厂级机组间负荷优化分配算法的研究现状.针对国内常见的火电机组类型和组合方式,在对常用算法进行分析和比较后,对各种算法的优劣和适用范围进行总结,并对今后火电机组厂级负荷优化的研究和应用提出展望.     

一种基于负载均衡机制的Ad Hoc网络路由协议技术

AdHoc网络是一种无线基础设施支持的移动网络,网络中的节点均由移动主机构成。而路由协议则是移动AdHoc网络中最关键的技术之一,它对网络的性能起决定性作用。首先阐述了AdHoc网络路由协议AODV,分析了其不足之处,给出了一种基于反向路由查找机制、单路径负载均衡和跨层节点拥塞的协议优化方案。     

基于双DNS的缓冲可伸缩网络设计与实现

通过对网络负载均衡技术的研究,采用DNS轮序、网络地址转换和网络负载均衡群集技术,设计并实现了一种具有外、内网双重调度机制和具有缓冲能力的可伸缩网络,解决了网络服务的负载均衡、响应时间、吞吐率和可靠性问题。测试结果表明,该方法具有较大的优越性。     

景观桥钢箱梁加固方案的设计计算及比较分析

对某景观桥进行了检测评定,提出了3种加固方案,并采用大型通用有限元软件ANSYS建立了桥梁上部结构模型以及3种加固方案的模型,其中加固方案模型建立于根据静载试验数据修正后的模型之上;利用该模型进行了设计荷载工况下的静力分析和模态分析,并根据计算结果比较了3种加固方案以及参数变化对桥梁挠度、支座区最大等效应力、极限承栽力以及动力特性的影响。结果表明：综合采用加固方案1和加固方案3是比较合理的。     

立体库货架钢结构的地震反应分析

采用有限元方法对立体库货架钢结构进行地震载荷设计反映谱分析和时间历程分析,计算得到了结构在地震载荷作用下的应力和位移分布情况,验证了立体库货架钢结构的抗振设计合理性．