制导系统误差系数天地因子的一致性检验

导弹飞行试验时制导系统误差系数(工具误差)与地面试验的误差系数是否一致(或部分一致),这是人们比较关心的问题,本文从理论上介绍了线性模型假设检验方法,应用这种方法检验制导系统工具误差天地因子的一致性,若一致(或部分一致)则验前信息可被充分利用以提高制导系统误差系数分离的效果。     

一种支持分层设计快速线网提取算法

本文介绍一种快速线网提取方法,该算法是采用图论中求无向图连通分量的方法实现的,取得较好的结果。     

大g值条件下加速度计温度系数校准装置研制

利用半导体制冷技术结合精密离心机实现了大g值条件下加速度计温度系数测试,并通过不同种类的加速度计进行了试验验证,解决了加速度计在大g值条件下的温度系数测试、校准,对提高加速度计的使用精度,乃至提高惯导系统的精度有一定的作用。     

大型双曲冷却塔平均风荷载的数值模拟研究

对双曲冷却塔的平均风荷载进行CFD数值模拟,获得冷却塔内外表面的三维流场特性和各高度截面的平均风压系数分布曲线,并与以往文献的实测数据和风洞试验结果进行比较,以验证数值模拟的准确性.根据内外表面的风速矢量图,描述冷却塔内外流体的流动特征,发现旋涡的存在使风压分布趋于均匀的规律.并分析塔底的边缘效应及其对冷却塔内外表面风压的影响.讨论现行设计规范在外压的三维效应和内外压的共同作用等方面的不完善之处,给出部分改进建议和冷却塔外表面、内表面和内外表面压差的风压系数等压图,以供设计参考.     

基于脉冲包络前沿波形的雷达辐射源个体识别

提出了以脉冲包络前沿波形作为辐射源的“指纹”进行雷达辐射源个体识别的思路。首先将提取出的已知雷达脉冲包络前沿波形进行统计,求出一条能代表雷达辐射源的“标准”前沿波形曲线,然后将被测雷达脉冲包络前沿波形与求出的“标准”前沿波形曲线进行相像程度比较,识别出雷达辐射源个体。理论分析和实验结果表明利用雷达脉冲包络前沿波形可以较好地进行辐射源个体识别。     

摩擦系数与螺栓拧紧力矩系数关系的探讨

本文通过对摩擦系数ｆ＝０．１～０．２范围内９个ｆ档级Ｍ１２－Ｍ４８范围中１２种尺寸的标准粗牙螺栓,共１２种情况下Ｋ值的具体计算及综合分析,给出了Ｋ值与摩擦系数间的简单关系。     

基于定常N-S方程的导弹滚转数值模拟研究

基于商业CFD软件FLUENT定常N-S方程,在不同计算资源下数值模拟了某标准导弹在不同飞行马赫数、滚转速度和迎角时的滚转特性,并与AEDC报告实验结果进行了对比。计算结果验证了定常算法数值模拟滚转阻尼系数的可行性及其在不同计算资源下计算精度的可优化性,而且定常算法与非定常计算相比消耗更少的计算资源。     

Transponder calibration of the Envisat RA-2 altimeter Ku band sigma naught

Although the history of spaceborne altimeters goes back to the early seventies, the absolute calibration of the backscattering coefficient has never been deeply investigated. This information has been primarily used to infer the wind speed via an empirical model, and the intercalibration among different satellite altimeters has revealed to be suitable for this purpose, being the wind retrieval based on an empirical relationship. As far as Ku band system is concerned, the sigma naught absolute calibration of the Envisat altimeter (RA-2) has been performed using an active reference target provided by a transponder. This has been exploited during the 6-month Commissioning phase to generate early calibration results. In order to monitor the RA-2 backscatter calibration during the Envisat lifetime, a continuous calibration effort has been carried out by operating the transponder as much as possible. This paper aims to review the entire effort for calibrating the RA-2 sigma naught measurements, which lasted for almost seven years. It presents in detail the adopted methodology and the final outcome of the activity, providing the users with the correction (bias) to get the calibrated sigma naught and analyzing its stability during almost the entire Envisat lifetime. Specifically, it is concluded that the RA-2 backscatter measurements were quite stable, even if a bias of about 1 dB should be considered with respect to the actually released product. Some small changes in the bias as function of time can be identified during most of the Envisat lifetime, consisting in a slight increase in the first two years, followed by a more stable period and a final drop observed at the end of 2009, until the conclusion of the calibration activity (corresponding to the change in Envisat orbit).     

Navigating BepiColombo during the weak-stability capture at Mercury

BepiColombo is scheduled for launch in August 2013 and to arrive after a nearly six-year long transfer at Mercury in June 2019. The trajectory has a number of challenging elements: a launch with Soyuz/Fregat into a geostationary transfer orbit, followed by a lunar flyby, long low-thrust arcs and five more planetary flybys (one at the Earth, two at Venus and two at Mercury). At arrival the low thrust arcs reduce the approach velocity so much that BepiColombo passes by the Sun–Mercury Lagrange points L₁ and L₂ and gets weakly captured in a highly eccentric orbit around Mercury in case the orbit insertion manoeuvre would fail.This paper describes the navigation strategy during the final phase. Five trajectory correction manouevres during the last 65 days requiring up to 20 m/s (3σ) are proposed. With this strategy it is possible to navigate BepiColombo safely through the weak-stability boundary of Mercury and to reach the target periherm with a precision of 11 km.     

成层土中缺陷桩瞬态响应及其参数分析

为了更好地解决基桩缺陷量化分析问题，从建立成层土中缺陷桩桩土系统模型入手，引入矩阵递推法，求解出成层土中多缺陷桩桩顶和桩身任意点的瞬态响应解析解，并应用此解对缺陷桩瞬态响应影响参数进行分析，得出在利用幅值比进行缺陷量化分析方法中的关键影响因素为桩侧土阻尼系数，为成层土中基桩缺陷量化分析和承载力评价奠定了理论基础。