余弦调制子带滤波器组迭代设计的改进算法

余弦调制子带滤波器组的设计可以转化成一个高维非线性优化问题,传统迭代设计方法虽然避免了复杂的直接求解过程,但是其混叠误差的抑制依赖于滤波器阻带衰减的大小,设计出的滤波器往往阶数过高。本文提出了一种改进的子带余弦调制滤波器组迭代设计算法,其代价函数除了包括子带系统响应和子带滤波器阻带能量之外,还添加了系统一次混叠项因子,因此更好地抑制了混叠误差。本文将新的代价函数表示成滤波器系数的二次函数形式,并推导出其极值点的闭合解表达式。算法保留了传统迭代方法逐渐逼近极值点的思想,简单易于实现。仿真结果表明与传统迭代设计方法相比,本文算法获得的子带滤波器组具有更小的混叠误差和更低的滤波器阶数。     

线性相位NPR DFT滤波器组设计

提出了一种具有不同分析和综合原型滤波器的线性相位过采样NPR DFT调制滤波器组的设计方法。根据滤波器组在子带混叠、系统输出混叠、系统失真三方面的要求,推导并给出了相应的设计算法。不同的分析、综合原型滤波器的使用增加了设计自由度,可以有效改善滤波器组的整体性能。另外,由于考虑了线性相位约束,滤波器组的通带平坦性约束变得更为简单,简化了设计算法。     

基于DFRCT滤波器组自适应语音增强算法

提出一种改进的语音增强方法,将带噪语音信号进行子带分解,再对子带信号进行离散分数余弦变换（DFRCT）域滤波,利用了DFRCT良好的正交特性,且自适应滤波采用最小均方（LMS）算法。对滤波后的信号进行DFRCT逆变换得到增强后的子带语音信号,合成增强后的语音信号。仿真结果表明,该算法在减少输入信号自相关程度的基础上,提高了收敛速度,减少了计算时间（约10 s）,增强后的语音信号的分段信噪比（SegSNR）和PESQ值都有所提高,具有良好的语音增强效果。     

基于带通采样的抗混叠滤波器设计

为解决采样过程中因有用信号混叠导致多频段信号在同一平台上无法正常接收的问题,提出一种基于二阶带通采样的抗混叠滤波算法。多频段带通信号通过可调延时差的二阶带通采样处理,形成两路具有相位差的采样后信号,利用相位差设计抗混叠滤波器,调整两信号相位,使其中一个信号经过叠加后信号为零,而另一信号不变,实现两混叠信号的分离。仿真结果表明,该抗混叠滤波算法可以有效实现两路混叠信号的分离且信号具有较好的重构性能。     

基于过采样DFT滤波器组的GNSS窄带干扰抑制方法

对于全球导航卫星系统(GNSS)接收机而言,窄带干扰十分常见并且危害较大。对此提出一种基于过采样离散傅里叶变换(DFT)滤波器组的频域窄带干扰抑制技术。与传统的基于加窗DFT处理的方法相比,这种方法能够更好地减小干扰信号频谱泄露问题;而与基于临界采样DFT滤波器组方法相比,这种方法能够更加有效地降低导航信号的畸变问题,特别适合在卫星导航接收机中应用。理论分析和仿真结果表明,基于过采样DFT滤波器组的新方法具有更强的窄带干扰抑制能力和更小的插入损耗。     

改进的Haar子带变换双滤波器自适应算法

为提高双滤波器结构（Dual filter structure, DFS）一级滤波器W₁（k）的收敛速度,本文提出一种改进的Haar子带变换（Partial Haar transform, PHT）算法。新算法先对W₁（k）的输入信号进行PHT变换以压缩滤波器长度;然后通过优化收敛步长使后验误差最小化以提高收敛速度;最后通过分时保存、维护算法的归一化因子以降低算法计算复杂度。通过提高W₁（k）的收敛速度,新算法可以更少的迭代次数获得稳定的延时估计,从而提高DFS的整体收敛速度。以回声消除为应用背景对新算法进行实验仿真,实验结果表明新算法性能显著优于其他传统的自适应算法。     

基于子带动态划分的电力线OFDM自适应算法研究

针对电力线载波通信中信道的强时变问题,提出了一种基于子带动态划分的电力线OFDM自适应调制算法.算法根据信道的变化状态动态的进行子带划分,并在此基础上根据信噪比门限为各子带实时的选择合适的调制方式,从而减少了因信道时变带来的信令消息负荷.仿真实验结果表明,该算法能较有效解决复杂度高、误码率较大等问题,提高了电力线系统的性能.     

基于自适应子带功率谱熵的语音端点检测算法

在语音处理中,鲁棒性端点检测是语音处理最重要的领域之一,首先提出了一种子带功率谱熵(SPSE)的特征参数,然后,该参数结合Wuetal提出的自适应子带方法(ABS);发现了一种新颖的鲁棒特征参数-自适应子带谱熵(ASPSE),它能成功地在不同的背景噪声下检测语音端点。实验结果表明,在不同的噪声环境和信噪比下,ASPSE参数非常有效,而且该算法优于其它算法。     

基于子带域滤波的AC-3 5.1通路虚拟环绕声实现

研究将5.1通路虚拟环绕声处理技术与Dolby AC-3的解码相结合,在AC-3的解码端对5.1通路信号实现虚拟声信号处理,并采用子带域滤波方式,使滤波处理在MDCT变换域进行.根据子带域滤波原理,提出了基于AC-3的MDCT分析/合成滤波器组的子带域滤波实现方法.该方法与一般的时域滤波方式相比,计算复杂度显著降低,有利于虚拟环绕声实时处理.在显著降低计算复杂度的同时,所提出的子带域滤波与时域滤波方式的输出结果经扬声器重放,具有等同的虚拟环绕声效果.     

Implementation and testing of an advanced relay auto-tuner

In this paper, an advanced relay feedback auto-tuner for single-loop controllers is presented. The tuner combines an improved relay feedback process frequency response identification method and a multiple-point frequency response fitting controller design method. In process identification, multiple accurate points on the frequency response curve of a process are obtained in one single relay feedback test. A controller is then designed based on these estimated points using frequency response fitting methodology. The auto-tuner was implemented on a personal computer with AD/DA card. The software was developed on a commercial real-time control platform. The algorithms were written in C++ and compiled as a Dynamic Link Library. The auto-tuner has been tested on a dual-process simulator which can be easily configured as various typical processes, and on pilot coupled-tank and heat exchanger. The testing results show that the tuner gives significant performance improvement over the standard relay auto-tuner.     

The role of actual modal-contributions versus frequency to optimize the structure

In modal frequency response analysis, the dynamic analyst is often faced with the structure’s dynamic behavior, the modal contributions included, over a frequency window rather than at a single frequency. Therefore a new method in modal frequency response analysis has been developed for computing both complex modal-contributions and real, actual modal-contributions over a frequency range. Contributions from normal modes to displacement, velocity, or acceleration of a set of selected evaluation points (grid-component combinations) are considered. The focus lies on identifying the major actual-contributions from normal modes and the frequency range they are active in. The method is valid for all branches of mechanical engineering. With the thorough knowledge of the dominant modal-contributions to the physical motion response of relevant structure locations and the modal contributions’ frequency history, the traditional design process can substantially be enhanced. It is worthwhile to notice that by the use of the presented procedure the dynamic analyst may find innovative redesigns which the automatic structural optimizers are not able to find. Examples are given to demonstrate the application, the strength of the coupling between modes, the influence of base and force excitation on the modal contributions and, finally, some recommendations on how to reduce undesired structural responses.