SVPWM控制技术在有源电力滤波器中的应用

研究易于数字化的SVPWM控制技术,将其应用于并联型有源电力滤波器内层跟踪控制中并给出一种补偿功能较为完善的并联有源电力滤波器及其控制方法。仿真结果表明：SVPWM控制技术用于并联有源滤波控制可以明显改进补偿的动态性能,并提高滤波效果。     

均布与线性荷载作用下的简支T梁翼缘的有效宽度

以辛弹性力学方法为基础,将简支宽翼缘T梁翼缘部分简化为平面应力板,推导了简支T梁在满跨均布荷载与线性荷载作用下翼缘部分的有效宽度的表达式。将均布荷载下翼缘有效宽度比求解结果与英国规范BS5400中的取值进行了比较,验证了本文闭合多项式形式的有效宽度表达式的正确性。用本文方法计算T梁翼缘有效宽度简洁有效,丰富了简支T梁桥有效宽度的理论分析并简化了计算。     

一种基于圆形角点的瞳孔定位算法*

提出了一种利用圆形角点定位瞳孔的算法。该算法主要在定位到人眼区域的基础上,利用改进的SUSAN算法寻找圆形角点;然后根据梯度放缩计算角点向量的梯度值,最后通过筛选函数输出瞳孔中心位置及亮瞳面积,准确地定位到瞳孔,并根据亮瞳的大小定位到瞳孔区域中心。实验结果表明本算法是准确可靠的。     

光源谱宽通过光纤色散对AOCS输出的影响

基于光纤色散引起的脉冲展宽效应,在理论和实验上研究了有源光学电流传感器（AOCS）中宽带光源对系统输出的影响．理论结果表明：对于长度为500m的光纤,当光源谱宽在40—60nm之间变化时,多模光纤传输下的脉冲展宽范围在0．5～0．8ns,单模光纤传输下的脉冲展宽范围在2×10^-5～4×10^-5,信号衰减量对系统输出影响很小,且随光源谱宽的增加而有微弱的增加,实验与理论相符合．     

低速纺制8.3tex三角异形有光PET长丝——Ⅰ.前纺工艺研究

用VC403纺丝机纺制题示纤维。对设备及工艺进行了改进:在切片干燥前加入0.01%的硬酯酸钙,以增加切片的润滑性能;干燥升温阶段放慢升温速率,冷却阶段通入减湿空气。在切片含水率≤0.006%的情况下,纺丝温度应控制比同规格半消光PET高8—12℃;吹风温度为40—50℃,吹风速度0.2—0.3m/s;加强喷丝板保温;改进吹风窗结构及设计水字形喷丝孔形。     

UHPC的轴拉性能与裂缝宽度控制能力研究

为研究3种类型超高性能混凝土(ultra-high performance concrete,简称UHPC)的轴拉应力-应变曲线及其裂缝宽度控制能力,包括高应变强化UHPC、低应变强化UHPC和应变软化UHPC.采用轴拉试验方法测试狗骨头形试件,得到UHPC的轴拉应力-应变曲线和缝宽-应变曲线.试验结果表明:高应变强化UHPC和低应变强化UHPC的轴拉应力-应变曲线均包括弹性段、应变强化段和应变软化段,应变软化UHPC只有弹性段和应变软化段;UHPC应变强化段和应变软化段的转折点是裂缝缓慢扩展和迅速扩展的临界点;提高UHPC的极限拉伸应变,即延长其应变强化段,有助于提高其裂缝宽度控制能力;高应变强化UHPC拉伸应变在0.42%之前,其裂缝宽度均小于0.05 mm.对比C50混凝土(极限应变、极限强度分别为0.012%、2.3 MPa),高应变强化UHPC优异的裂缝宽度控制能力避免了结构设计中受正常使用状态裂缝宽度验算限制的影响,同时可在钢筋屈服前与其全程协同工作,这使得钢筋增强高应变强化UHPC在某些需要对裂缝宽度进行严格控制的结构类型中具有很高的应用价值.     

Optimization of Waste Gate Drive Circuit of Two-Stage Turbocharging System

A two stage turbocharging control system was proposed, in which the pressure regulator valve with a close-loop pressure adjusting function instead of a high speed on-off solenoid valve, is used as a driving mechanism of waste gate. A digital-analog (DA)conversion circuit based on pulse width modulation (PWM) generates one analog voltage signal required by the pressure regulating valve control. The principle of the DA conversion circuit was analyzed, meanwhile, the performance of the conversion circuit was improved by adopting a speed-up capacitor, which helps to increase the stability and responsiveness of the control voltage generated by the conversion circuit; the structure parameters of the circuit was optimized by simulation. After the optimization, the ripple wave of circuit output voltage was kept within 16.mV under the 12.bit conversion accuracy, the conversion time of the circuit could be reduced to 4.ms. The engine bench test show that the turbocharging boost pressure control system which adopted the circuit had a rather good stable control accuracy(the steady state within 0.8%) and dynamic response(the regulation time is less than 4.s).     

基于雪岭云杉树轮的阿克苏河干流冬季径流重建

基于阿克苏河上游高山区采集的雪岭云杉树轮样芯构建了雪岭云杉树轮宽度年表,结合阿克苏河干流径流数据解析了雪岭云杉长期生长与阿克苏河干流径流关系,并重建了阿克苏河干流1813—2015年冬季径流序列。结果表明:利用雪岭云杉树轮宽度年表重建的阿克苏河干流1813—2015年冬季径流序列模拟值与实测值吻合度较高,重建径流序列稳定可靠;1813—2015年阿克苏河干流冬季多年平均流量为82.19 m~3/s,共出现5次持续丰水期和3次持续枯水期,最长的枯水段持续17年(1943—1959年);阿克苏河干流冬季径流变化存在51 a、29 a、16 a周期,第一主周期为51 a。     

Optimization of the catch bench design using a genetic algorithm

Rockfalls are one of the hazards that may be associated with open pit mining. The majority of rockfalls occur due to the existing conditions of slopes, such as back break, fractures and joints. Constructing a berm on the catch bench is a popular method for the mitigation of rockfall hazards in open pit mining.The width of the catch bench and the height of the berm play a major role in the open pit bench design.However, there is no systematic method currently available to optimize the size of these parameters. This study proposes a novel methodology which calculates the optimum catch bench width by integrating the rockfall simulation model and genetic algorithm into a Simulation-Optimization Model. The proposed methodology is useful when used to determine the minimum catch bench width, or the maximum overall slope angle, insuring that a sufficient factor of safety of the slope is included while maximizing the overall profitability of the open pit mine.     

近海大气环境下低矮RC剪力墙抗震性能试验

为了解近海大气环境下低矮RC剪力墙的抗震性能,采用人工气候实验室对6片剪跨比1.0的低矮RC剪力墙试件进行模拟近海大气环境腐蚀试验,进而对其进行拟静力试验,得到不同轴压比和不同锈胀裂缝宽度下腐蚀试件的滞回曲线,绘制出各个试件的骨架曲线,分析轴压比和锈胀裂缝宽度对腐蚀试件强度、刚度、延性、耗能能力等抗震性能指标的影响.结果表明:随轴压比增加,腐蚀试件的承载力和刚度不断提高,而延性和变形恢复能力却降低,表明在近海大气环境下对低矮RC剪力墙进行抗震设计时需要严格控制其轴压比;随锈胀裂缝宽度的增加,试件的开裂荷载和峰值荷载不断降低,刚度、延性和耗能能力均变差,当遭受腐蚀较为严重时,脆性破坏更为显著,说明在近海大气环境下低矮RC剪力墙内部钢筋锈蚀越来越严重,抗震性能越来越差.