基于LM优化算法的神经网络在航空发动机转子故障诊断中的应用

针对传统BP算法存在的收敛速度慢以及容易陷入局部最小点等问题,给出了两种改进BP算法:LM(Levenberg-Marquardt)优化算法和SCG(Scaled Conjugate Gradient)算法,应用这两种算法对航空发动机转子故障进行诊断研究,比较它们之间的研究结果,仿真和实验表明LM优化算法比SCG算法具有更高的准确度和较快的收敛速度,可行性更强。     

高职教育"产学合作"中存在的问题、障碍及其对策浅谈

以服务为宗旨,以就业为导向,走产学研结合的发展道路,是国家对高职院校办学方向的科学定位。通过与企业开展多方位、多层面的产学合作,是我国大力发展高等职业教育的战略选择,目前处于成长期的我国高等职业教育产学合作面临着多方面的挑战,暴露出了一些问题与不足。对高职产学结合中存在的问题进行探讨,并提出相应的对策,是完全必要的。     

频率变换器件群时延测量方法的探讨与分析

阐述与分析以混频器为代表的频率变换器件群时延特性的几种经典与最新的测量方法,基于矢量网络分析仪的静态法和基于载波调制的动态法的各自特点及国际上相关测量方法的最新进展。最后指出了现有方法中共同存在且亟待解决的问题。     

介质参数对吸收体电磁散射影响的研究

二维周期渐变微波吸收体由金属基体和涂敷有耗介质构成。有耗介质的厚度、介电常数和磁导率是影响吸收体电磁散射特性的主要因素,因此有必要分析这些参数对吸收体电磁散射特性的影响。根据吸收体的二维周期性结构特点,把分析介质参数对吸收体雷达散射截面(RCS)的影响简化成分析介质参数对涂敷导体二面角RCS的影响。利用矩量法给出涂敷导体二面角的RCS随介质参数变化的计算例子,并结合天线阵列技术算出最佳介质厚度时吸收体的RCS。     

混凝土结构温度裂缝成因及控制措施

本文简单分析了混凝土结构温度裂缝产生的机理，根据实际情况提出了结构设计和施工时温度裂缝的控制措施。     

小不对称再入体滚转气动力测量技术

为了解决小不对称再入体滚转气动力测量问题 ,北京空气动力研究所研制开发了以空气轴承为核心的滚转气动力测量技术 ,利用空气轴承自身旋转阻尼非常小的特点 ,使模型做自由滚转运动 ,一个特殊设计的非接触的光学测量系统测出模型的转角随时间的历程 ,用参数拟合的方法得到滚转力矩的大小和方向。为验证该项实验技术的正确性与可靠性 ,在5 0 0高超声速风洞中对 4个模型进行了吹风实验 ,吹风马赫数为 5 ,测量滚转力矩系数Cl0 和滚转阻力矩系数Clp。实验结果表明 ,该文方法数据合理 ,并较其它方法更具有鲁棒性。     

一种简便易行的数据采集、处理系统

本文主要介绍以 VENUS Ⅱ(或紫金Ⅱ)微机和 AI13 A/D 转换器组成的数据采集、处理系统及软件的开发。该系统有较好的性能价格比,准备周期短。所开发的软件弥补了低档微机的某些不足,使之在风洞实验、航空发动机试车台和发动机进气道的实验中,得到了很好的应用。     

多点正弦模态试验技术的注记

探讨了多点稳态正弦激振模态试验技术的几个问题，利用离散傅立叶变换的正弦信号数据处理方法和实现，多点稳态正弦激振频响函数估计方法，利用测试频响函数确定多点正弦相位共振试验的适调激振力分布的奇异值分解方法，给出了两咎利用相位共振试验确定结构参数的计算方法。     

Characterizing slope correction methods applied to satellite radar altimetry data: A case study around Dome Argus in East Antarctica

Slope correction is important to improve the accuracy of satellite radar elevation measurements by mitigating the slope-induced error (SE), especially over uneven ground surfaces. Although several slope correction methods have been proposed, guidance in the form of stepwise algorithm on how to implement these methods in processing radar altimetric data at the coding level, and the differences among these methods need to be presented and discussed systematically. In this paper, three existing types of slope correction methods—the direct method (DM), intermediate method (IM), and relocation method (RM, further divided into RM1 and RM2)—are described in detail. In addition, their main differences and features for various scientific applications are analyzed. We conduct a systematic experiment with CryoSat-2 Low Resolution Mode (LRM) data in a physically stable area around Dome Argus in East Antarctica, where in-situ measurements were available for comparison. The slope correction is implemented separately using the three methods, with the latest high-accuracy Reference Elevation Model of Antarctica (REMA) as the a-priori topography model. The bias and precision of the slope-corrected CryoSat-2 data results from the RM2 is ?0.18 ± 0.86 m based on the comparison with the field Global Navigation Satellite System (GNSS) data. The results from the RM2 indicate higher precision compared to those from the RM1. According to the correlation analysis of the slope-corrected CryoSat-2 data results (RM1 and RM2), the bias enlarges and the precision becomes worse when the surface slope increases from 0 to 0.85°. After a comprehensively comparative analysis, we find that the results from the RM1 and RM2 are superior in precision (0.93 m and 0.86 m) with respect to the GNSS data. The relatively low precision (1.22 m) from the IM is due to the potential error from the a-priori digital elevation model (DEM). The DM has the lowest precision (2.66 m). Another experiment over rough topography in West Antarctica is carried out for comparison, especially between the RM1 (precision of 15.27 m) and RM2 (precision of 16.25 m). In general, the RM is recommended for the SE elimination among the three methods. Moreover, the RM2 is firstly considered over smooth topography due to the superior performance in bias and precision, while the RM1 is more suggested over the rough topography because of the slightly smaller bias and better precision. The IM relies much on the accuracy of the a-prior DEM and is not usually recommended, because of the strict requirement in the sampling time between the radar altimetry data and the a-priori DEM to avoid any surface change over time.     

地下矩形洞室应力分布的复变函数解

为了解决矩形洞室稳定性问题,利用复变函数在处理复杂形状边界方面的优势,对矩形洞室问题进行应力分析。计算得出矩形洞室围岩应力集中系数,并对矩形洞室不同高长比条件下应力变化规律,远场不同应力比情况下洞室围岩的应力变化规律进行研究,研究结果表明:随着应力比的增加,与最大主应力方向垂直的顶板和底板的应力集中系数线性增加,与最小远场应力方向垂直的边墙应力集中系数线性减小;随着洞室几何高长比的增大,洞室顶板和底板的应力集中系数线性增加,边墙应力集中系数线性减小。研究对地下工程的稳定性分析及支护设计具有指导意义。