Fe—10Ni—14Co钢标准状态的组织研究

用透射电子显微镜重点研究了Ｆｅ－１０Ｎｉ－１４Ｃｏ钢的标准处理状态（８３０℃风冷＋—７３℃＋５１０℃Ｓｈ）的微观组织结构。５１０℃回火不同时间，由于Ｍ２Ｃ的析出状态发生变化，钢也由峰时效（５１０℃／１０ｍｉｎ）→过时效（５１０℃／５ｈ）→明显过时效转变。５１０℃５ｈ合会开始发生逆转变。     

动力伞结构强度计算

本文分析动力伞结构的受力状态，并对主要承力构件进行了强度及稳定性计算，结果表明结构是安全可靠的。     

粉末高温合金FGH96惯性摩擦焊接头常温力学性能分析

第二代粉末高温合金FGH96是采用损伤容限设计思想研制的新型粉末高温合金,是当前750℃工作条件下满足高推比、高燃效发动机使用要求的涡轮盘、环形件和其他热端部件的理想材料.结合FGH96惯性摩擦焊接头的组织特征和强化相γ′数量分析接头的显微硬度和常温拉伸性能.结果表明,FGH96惯性摩擦焊接头具有良好的常温力学性能.     

A320系列机型绿点速度特性分析

绿点速度是空客系列机型特有的光洁构型、一发失效条件下的最佳操纵速度。为了研究绿点速度的设计依据,利用空客PEP性能软件计算A320系列机型光洁构型、一发失效条件下、不同校正表速所对应的爬升角、等待燃油流量和飘降下滑角,分析了绿点速度状态、最大升阻比状态下的爬升、等待、飘降性能与最佳爬升/等待/飘降性能相互之间的关系。结果表明:绿点速度小于最大升阻比速度,随着飞行高度增加逐渐逼近最大升阻比速度;绿点速度下的爬升/等待/飘降性能对应于最大升阻比性能、最佳爬升/等待/飘降性能的均值。     

斜齿圆柱齿轮正交法参数优化设计

用正交法对斜齿圆柱齿轮传动进行参数优化设计 ,用方差分析法找出对质量影响最显著的因素 ,最后 ,由信噪比作为指标选出最佳参数组合 ,这是一种快速创新开发产品的设计方法。     

关于稀疏分布存贮模型中A连接权阵的讨论

Ｋａｎｅｒｖａ的稀疏分布存贮模型由于对寻址地址采用了稀疏编码，对数据采用了分布式存贮，从而解决了大维数向量的输入问题，ＳＤＭ实际上是一个由输入层，中间层和输出层组成的三层前向网络，其中神经元间的互迦权值在输入层与中间层是预置的（用矩阵Ａ表示），中间层与输出层的连接权阵Ｃ由外积法得到，文中假定在相同的学习规则下，就信噪比意义而言，Ａ的均匀预置能使ＳＤＭ获得最优性能，从而为Ａ的预置提供了理论依据。     

大厚度比零件（外侧）和波纹管（内侧）的缝焊研究

某重点型号波纹管组合件的设计要求是缝焊，对照以往产品的结构，比较明显的情况是波纹管在零件的内侧。零件的厚度是3mm，波纹管的厚度是0.1mm，零件与波纹管的厚度比比较大。波纹管在零件的内侧会产生一个问题：波纹管在焊接过程中会逐渐收缩，到最后与零件之间产生间隙，导致局部形不成焊缝。研究通过减小车配间隙,增加冷却手段、滚轮厚度和压力等措施来实现大厚度比的零件和波纹管之间的缝焊。     

Evaluation and improvement of coastal GNSS reflectometry sea level variations from existing GNSS stations in Taiwan

Global sea level rise due to an increasingly warmer climate has begun to induce hazards, adversely affecting the lives and properties of people residing in low-lying coastal regions and islands. Therefore, it is important to monitor and understand variations in coastal sea level covering offshore regions. Signal-to-noise ratio (SNR) data of Global Navigation Satellite System (GNSS) have been successfully used to robustly derive sea level heights (SLHs). In Taiwan, there are a number of continuously operating GNSS stations, not originally installed for sea level monitoring. They were established in harbors or near coastal regions for monitoring land motion. This study utilizes existing SNR data from three GNSS stations (Kaohsiung, Suao, and TaiCOAST) in Taiwan to compute SLHs with two methods, namely, Lomb–Scargle Periodogram (LSP)-only, and LSP aided with tidal harmonic analysis developed in this study. The results of both methods are compared with co-located or nearby tide gauge records. Due to the poor quality of SNR data, the worst accuracy of SLHs derived from traditional LSP-only method exceeds 1?m at the TaiCOAST station. With our procedure, the standard deviations (STDs) of difference between GNSS-derived SLHs and tide gauge records in Kaohsiung and Suao stations decreased to 10?cm and the results show excellent agreement with tide gauge derived relative sea level records, with STD of differences of 7?cm and correlation coefficient of 0.96. In addition, the absolute GNSS-R sea level trend in Kaohsiung during 2006–2011 agrees well with that derived from satellite altimetry. We conclude that the coastal GNSS stations in Taiwan have the potential of monitoring absolute coastal sea level change accurately when our proposed methodology is used.     

强不确定系统“全系数之和等于1”的实现方法

摘要： 研究强不确定系统“全系数之和等于1”的实现方法，强不确定系统指的是系统的静态增益及其界不完全确知且范围较大.“全系数之和等于1”是吴宏鑫院士20世纪80年代发现的，该原理表明，对于未知连续系统，其离散化系统的系数的和在一定条件下是1.该原理的发现对于解决闭环辨识和自适应控制的瓶颈问题具有关键作用.“全系数之和等于1”是在一定条件下成立的.为了实现系统的“全系数之和等于1”，需要对系统进行一定的变换，以满足所需条件.其中，采用静态增益的标称值的倒数进行输入变换的方法在实际中得到了广泛应用.但是，当系统的不确定性较大时，该变换将带来较大偏差.针对该问题开展了深入研究，明确给出了系统静态增益的不确定性与标称值的比值的关系对于实现“全系数之和等于1”的影响.当不确定性与标称值的比值较小时，可以近似实现“全系数之和等于1”；当比值较大时，进一步给出了通过选取合适的采样周期，近似实现“全系数之和等于1”的方法.本文的研究对于特征模型理论在实际中的应用提供了一定的基础.     

Early analysis of precise orbit and clock offset determination for the satellites of the global BeiDou-3 system

Eight new-generation BeiDou satellites (BeiDou-3) have been launched into Medium Earth Orbit (MEO), allowing for global coverage since March 2018, and they are equipped with new hydrogen atomic clocks and updated rubidium clocks. Firstly, we analyzed the signals for the carrier-to-noise-density ratio (C/N0) and pseudorange multipath (MP) by using international GNSS (Global Navigation Satellite System) Monitoring and Assessment System (iGMAS) station data, and found that B1C has a lower C/N0, and B2a has the same level of C/N0 as the B1I and B3I signals. For pseudorange multipath, compared with the BeiDou-2 satellites, the obvious systematic variation of MP scatters related to the elevation angle is greatly improved for the BeiDou-3 and BeiDou-3e satellites signals. For the signals of the BeiDou-3 satellites, the order of the Root Mean Square (RMS) values of multipath and noise is B3I?<?B1I?<?B2a?<?B1C. Then, the comparison of the precise orbit determination and clock offset determination for the BeiDou-2, BeiDou-3, and BeiDou-3 experimental (BeiDou-3e) satellites was done by using 10 stations from iGMAS. The 3D precision of the 24?h orbit overlap is 24.55, 25.61, and 23.35?cm for the BeiDou-3, BeiDou-3e, and BeiDou-2 satellites, respectively. BeiDou-3 satellite has a comparable precision to that of the BeiDou-2 satellite. For the precision of clock offset estimation, the Standard Deviation (STD) of the BeiDou-3 MEO satellite is 0.350?ns, which is an improvement of 0.042?ns over that of the BeiDou-2 MEO satellite. The stabilities of the BeiDou-3 and BeiDou-3e onboard clocks are better than those of BeiDou-2 by factors of 2.84 and 1.61 at an averaging time of 1000 and 10,000?s, respectively.