基于XML的电能质量在线监测仪器通用设定

借鉴并扩展了PQDIF(Power Quality Data Interchange Format)中的“仪器设置”和“通道设置”标签体系,采用XML (eXtensible Markup Language)技术构造了一种电能质量监测仪器通用设置(Common Monitor Setting)指令对象,将不同仪器的设置项目封装为CMS对象的属性或参数。     

基于负载观测的伺服系统抗扰研究

当负载变化时，按线性二次型状态反馈(LQSF)所设计的最优闭环控制系统是有静差的，为了减小和消除扰动静差，文中引入负载观测器实施对扰动负载的观测，并将其引入到电流调节器的输入端，作为速度调节器前馈补偿的控制输入，从而使系统具有优良的抗扰性能。文中给出了伺服系统负载观测的存在条件，负载观测器的构成方法，并在有或无负载观测结果参与控制的情况下，对实际系统做对比研究。系统的仿真和实验均证实了负载观测器参与系统控制的有效性。     

物流GPS监控管理系统的设计和应用

物流GPS监控管理系统是一个基于GPS车载设备/监控中心/互联网的移动目标跟踪服务平台,以地理信息系统(GIS)为基础,借助互联网进行信息汇总,集监控、定位、报警及调度于一体的信息管理系统,它的应用能有效地提升物流企业的现代化管理水平。本文针对江铜集团永信运输有限公司物流GPS监控管理系统的特点、设计开发和应用作了详细的介绍。     

Construction Effect on Load Transfer along Bored Piles

The load transfer behavior along bored piles is affected by details of pile construction particularly those imposing stress and moisture changes to the surrounding soils. An investigation involving moisture migration tests, in situ horizontal stress measurements, and borehole shear and pressuremeter tests shows clear effects of construction that lead to subsequent changes in soil properties. The construction of bored piles in Singapore and the region often involves casting of concrete either in unsupported “dry” boreholes or in “wet” boreholes filled with water. It is necessary to differentiate these two extreme construction conditions in bored pile design. Based on triaxial compression and pressuremeter tests on the residual soil of the Jurong Formation in Singapore, the variation of soil modulus with shear strain can be described by a hyperbolic function. A procedure is recommended for assessing the combined effect of stress relief and soaking on soil modulus by introducing a modulus reduction factor. Modulus degradation curves from pressuremeter tests with the borehole conditions properly simulated are found capable of producing load transfer curves that are comparable to those deduced in the field.     

Wheel Load Distribution in Simply Supported Concrete Slab Bridges

This paper presents the results of a parametric study related to the wheel load distribution in one-span, simply supported, multilane, reinforced concrete slab bridges. The finite-element method was used to investigate the effect of span length, slab width with and without shoulders, and wheel load conditions on typical bridges. A total of 112 highway bridge case studies were analyzed. It was assumed that the bridges were stand-alone structures carrying one-way traffic. The finite-element analysis (FEA) results of one-, two-, three-, and four-lane bridges are presented in combination with four typical span lengths. Bridges were loaded with highway design truck HS20 placed at critical locations in the longitudinal direction of each lane. Two possible transverse truck positions were considered: (1) Centered loading condition where design trucks are assumed to be traveling in the center of each lane; and (2) edge loading condition where the design trucks are placed close to one edge of the slab with the absolute minimum spacing between adjacent trucks. FEA results for bridges subjected to edge loading showed that the AASHTO standard specifications procedure overestimates the bending moment by 30% for one lane and a span length less than 7.5 m (25 ft) but agrees with FEA bending moments for longer spans. The AASHTO bending moment gave results similar to those of the FEA when considering two or more lanes and a span length less than 10.5 m (35 ft). However, as the span length increases, AASHTO underestimates the FEA bending moment by 15 to 30%. It was shown that the presence of shoulders on both sides of the bridge increases the load-carrying capacity of the bridge due to the increase in slab width. An extreme loading scenario was created by introducing a disabled truck near the edge in addition to design trucks in other lanes placed as close as possible to the disabled truck. For this extreme loading condition, AASHTO procedure gave similar results to the FEA longitudinal bending moments for spans up to 7.5 m (25 ft) and underestimated the FEA (20 to 40%) for spans between 9 and 16.5 m (30 and 55 ft), regardless of the number of lanes. The new AASHTO load and resistance factor design (LRFD) bridge design specifications overestimate the bending moments for normal traffic on bridges. However, LRFD procedure gives results similar to those of the FEA edge+truck loading condition. Furthermore, the FEA results showed that edge beams must be considered in multilane slab bridges with a span length ranging between 6 and 16.5 m (20 and 55 ft). This paper will assist bridge engineers in performing realistic designs of simply supported, multilane, reinforced concrete slab bridges as well as evaluating the load-carrying capacity of existing highway bridges.     

ANSYS载荷工况在CK6132主轴分析中的应用

有限元方法是在工程分析中广泛应用的数值方法.CK6132主轴承受弯矩、转矩和拉压载荷,属于组合变形,介绍了利用ANSYS的载荷步建立CK6132主轴应力分析模型,通过载荷工况(Load Case)对CK6132主轴力载荷步和转矩载荷步求和,分析计算CK6132主轴的最大应力的方法.对构件组合变形时的应力和变形的ANSYS分析有一定的指导作用.     

柔性机器人协调操作的无内力载荷分配

为解决柔性机器人协调操作系统的逆动力学问题,提出一种无内力载荷分配法。该方法首先在操作空间基于无内力的原则规划载荷分配系数,然后在关节空间以关节输入力矩最小为目标确定机器人各个关节的输入力矩。以2个3R柔性机器人协调操作刚性物体为例,验证了该方法的有效性。     

信息化监测技术在铁水倒灌站深基坑施工中的运用

在深基坑的设计施工过程中,对支护结构、基坑邻近建筑物、地下管线及周围土体等在理论分析指导下进行有计划的监测,以监测数据为依据,对基坑支护进行动态控制,是十分必要的。     

ANN 电力系统短期负荷预测

采用了优化计算的神经网络结构、可变的学习率η和动量α,选取了能充分反映负荷变化规律的特征量．实例计算表明,方法有效,预测精度比常规方法高,收敛性好,运算速度快