悬臂框架结构设计方案的分析比较

通过一个设计实例，介绍了工程设计中悬臂框架结构常用的处理措施；计算表明，在悬臂端设置端柱的方法是切实可行而有效的。     

钢-混凝土连续组合梁桥的理论分析和试验研究

根据完全剪力连接的连续组合梁桥的构造特点及各部分受力机理,做出合理假设,提出分层平面框架计算模型该计算模型用于沈阳市东西快速干道工程某段连续组合梁桥,计算值与静载试验实测值非常接近,证明了本计算模型用于钢-混凝土连续组合梁桥正确实用的.     

复杂背景下低信噪比点目标的实时检测算法及实现

为检测复杂背景中的低信噪比 (SNR)点目标 ,提出了一种局部自适应门限检测算法。该算法以低通滤波算法估计背景中的低频成分 ,及图像局部方差估计背景起伏 ,来计算出局部自适应的目标检测判决门限。该算法充分考虑了可实现性和实时性并采用现场可编程门阵列 (FPGA)设计实现该算法。理论分析和试验结果都表明 ,该算法可有效抑制云层、树木、地物等背景杂波、检测出复杂背景下的低信噪比点目标 ,具有恒虚警率和易于工程实现的优点。     

热轧圆钢外径的激光在线检测研讨

本文报导热轧圆钢激光在线检测外径的阶段性研究结果，给出仪器研制原理及光机结构设计同仪器精度关系的研讨．     

平面刚架稳定问题的一种非线性分析方法

本文构造了既体现轴压力又体现侧向位移与轴向位移耦合因素的杆单元刚度方程,借助叠代逼近法处理非线性问题,综合杆件有限元分析的简便性与非线性分析方法的严密性,对受有水平和竖直均布载荷的单层与多层刚架稳定问题进行了研究,计算结果反映了多种因素对刚架力学响应的影响,得出有益的分析结论。     

一种基于数字水印的错误检测和定位技术

为了增强视频通信系统在有误码信道的适应能力 ,提出了一种基于数字水印技术的错误检测方法 ,使得解码器可以对误码块进行有效的补偿。其原理为编码器在量化后离散余弦变换 (DCT)系数中嵌入易碎的数字水印 ,解码器可以通过提取水印从而确认错误以及错误发生的首宏块位置。仿真结果证明 :在信道误码率为 5× 10 - 4时 ,与常用的基于语法的方法相比 ,本方法的错误检测率是其的 1.32～ 1.82倍 ,错误正确定位率是其的 2 .95～ 5 .32倍 ,而且 PSNR只有微弱降低 ,同时算法复杂度很低     

固定无线传输中的公务系统

讨论了固定无线传输干线上中、大容量数字微波系统中的公务系统，并研制了一种性能优于现有单话路系统的３话路公务系统。采用集成度高的开关电容滤波器，构成高阶分路滤波器；还提出了数字公务系统的构成、７０４ｋｂ／ｓ复接帧的帧结构及实现方案。     

The detection of structural deformation errors in attitude determination

In the determination of the attitude parameters from a multi-antenna GPS array, one of the major assumptions is that the body frame is rigid at all times. If this assumption is not true then the derived attitude parameters will be in error. It is well known that in airborne platforms the wings often experience some displacement during flight, especially during periods of initializing maneouvres, such as taking off, landing,and banking. Often it is at these points in time that it is most critical to have the most precise attitude parameters.There are a number of techniques available for the detection of modeling errors.The CUSUM algorithm has successfully been implemented in the past to detect small persistent changes. In this paper the authors investigate different methods of generating the residuals, to be tested by the CUSUM algorithm, in an effort to determine which technique is best suited for the detection of structural deformation of an airborne platform. The methods investigated include monitoring the mean of the residuals generated from the difference between the known body frame coordinates, and those calculated from the derived attitude parameters. The generated residuals are then passed to a CUSUM algorithm to detect any small persistent changes. An alternative method involves transforming the generated residuals into the frequency domain through the use of the Fast Fourier Transform. The CUSUM algorithm is then used to detect any frequency changes. The final technique investigated involves transforming the generated residuals using the Haar wavelet. The wavelet coefficients are then monitored by the CUSUM algorithm in order to detect any significant change to the rigidity of the body frame.Detecting structural deformation, and quantifying the degree of deformation, during flight will ensure that these effects can be removed from the system, thus ensuring the most precise and reliable attitude parameter solutions. This paper, through a series ofsimulations, will assess the effectiveness of the above mentioned techniques for detecting structural deformation effects on a GPS multi-antenna array. These principles are then tested with experimental data.     

可视化平面杆件系统分析程序

介绍了研制可视化杆件系统分析程序的基本要求和现有的杆件系统分析程序，阐述了笔所提出的可视化杆件系统分析程序的研制要点。     

粘结开裂破坏框架柱性能的研究

本文以试验结果为基础,通过轴压力、配筋、配箍、加载方向的变化,分析了这些因素对产生粘结开裂破坏框架柱性能的影响,并给出了产生粘结开裂破坏的m值下限。