密频系统的反馈控制

研究了如何将结构重频系统设计中的反馈控制律用到含有密频子结构的系统上去,主要解决了如何估计将重频系统控制律用到相应的密频系统对闭环系统的（指数）衰减律的影响,原系统的结构参数有少量变化后的新系统以及原系统是不可控的密频系统的情形．理论和数值算例表明,只要对重频系统设计的反馈律作正确的坐标变换,应用到上述三种情形时,其闭环系统的衰减律的误差只有相应频率分散度的一阶小量     

密频系统振动控制的状态估计

首先在研究了重频系统中状态可观察的必要条件基础上,给出了设计重频系统状态估计器的方法,使得状态估计的误差能以事先指定的速率衰减。随后给出两种方法将上述重频系统的估计器用到密频系统上去：一种是直接用重频系统估计器来估计密频系统状态,另一种是用按重频系统设计得到的估计矩阵构造密频系统的观察器,并分析由此引起的误差。分析表明,第一种方法简单易行,并且在频率分散度比较小时可以得到理想的结果;第二方法的精度较高,其误差与状态变量本身无直接关系。数值例子表明,用提出的状态估计器,并按相应的状态控制器,可以使密频系统的振动按事先给定的衰减程度趋向于零。     

点式压电智能结构的模型修正与振动主动控制

提出了在点式压电智能结构中应用摄动有限元方法对结构的有限元模型进行修正,从而达到提高建模精度,改善实际结构振动主动控制效果的目的.通过对一悬臂梁在模型修正前后进行振动主动控制的不同的控制效果验证了该方法的有效性.     

弱粘弹性材料结构振动特性分析的摄动解法

本文提出了“弱粘弹性”概念,用以描述弱时变材料的动态性能,并构造了弱粘弹性模型进行结构振动分析。根据“弱”的特点,选择了小参数,给出弱粘弹性材料动态性能的描述形式。在此基础上,构造了两种摄动解法,第一种基于弹性解,第二种基于单粘弹性模量解。文中还特别讨论了松驰函数为指数形式时的情形。     

密频模态滤波器的实现及其在智能结构中的应用

针对空间智能桁架等密频结构,提出了一种适应性较好的模态滤波器的实现方法,基于模态滤波器和分时共享充分利用作动器的思想,采用独立模态空间控制方法,实现了空间智能桁架结构的振动主动控制.仿真结果表明了这种控制策略的有效性.     

智能复合材料结构振动控制力学模型

介绍了在航空，航天等高技术在领域中柔性结构振动衰减控制９０年代初期新兴的智能复合材料结构技术及应用发展前景，对一个具有应用背景的双压电片复合材料层合板帆板结构的振动衰减控制系统人出了数学模型，导出了压电传感器／激振器的输出／输入方程，进行了最优控制算法数值仿真，结果表明，其控制效果是显著的。     

线性振动亏损系统的矩阵摄动理论

本文讨论线性振动亏损系统的矩阵摄动理论。根据这种摄动理论,人们能确定结构参数变化对亏损系统的动力特性的影响。因此,它对研究亏损系统的动态特性的变化有重要意义。算例表明了本文理论的正确性和有效性。     

智能桁架结构最速自抗扰振动控制研究

研究新型实用的非线性自抗扰控制技术,在大型空间智能桁架结构主动振动控制中的应用.自抗扰控制技术的主要特性是采用扩张状态观测器对系统建模、未建模动态和外扰进行实时估计,并在控制信号中补偿掉,实现非线性不确定对象的动态补偿线性化.首先,基于动态补偿线性化的思想,对多变量耦合的非线性智能桁架结构的数学模型进行解耦;然后,采用扩张状态观测器和离散最速控制综合函数提出了一种新颖的最速自抗扰振动控制器.最后,对空间102杆压电智能桁架结构进行了最速自抗扰振动控制仿真研究.结果表明:本文提出的最速自抗扰振动控制器较好地解决了振动控制的准确性和快速性之间的矛盾,可有效地用于大型空间智能桁架结构的主动振动控制.     

压电材料在智能结构形状和振动控制中的应用

综述了压电材料在智能结构形状和振动控制中的应用．基于大量国内外有关压电介质的文献,对在分布的压电材料的表面建立力学特性与电学特性的一一对应关系,以及与之对应的分布感测、分布控制理论和混合控制理论,作了全面阐述．首先概述了研究压电材料的重要意义,然后介绍了压电本构关系和有关压电板壳的力学理论和控制理论．着重阐述了研究压电结构的数值方法与实验．展望了该领域今后的研究方向．     

REDUCTION APPROACHES FOR VIBRATION CONTROL OF REPETITIVE STRUCTURES

The reduction approaches are presented for vibration control of symmetric, cyclic periodic and linking structures. The condensation of generalized coordinates, the locations of sensors and actuators, and the relation between system inputs and control forces are assumed to be set in a symmetric way so that the control system posses the same repetition as the structure considered. By employing proper transformations of condensed generalized coordinates and the system inputs, the vibration control of an entire system can be implemented by carrying out the control of a number of sub-structures, and thus the dimension of the control problem can be significantly reduced.     

THE UNCERTAIN EIGENVALUES ANALYSIS OF STRUCTURES WITH UNCERTAIN PARAMETERS

This paper presents a method for estimating the upper and lower bounds of eigenvalues of structures with uncertainties. The uncertain parameters are described by the convex model. A numerical example of the frame structure is given to illustrate the efficiency of the method. This work is supported by the National Natural Science Foundation of China(No. 19872028).     

密集模态摄动的新方法

本文提出了一种密集模态结构系统(M_0,K_0)振动分析的矩阵摄动新方法.它将密集模态结构系统特征解的摄动问题转化为重特征值的摄动问题.文中给出了一个数值例子.     

SEISMIC RANDOM VIBRATION ANALYSIS OF LOCALLY NONLINEAR STRUCTURES

A nonlinear seismic analysis method for complex frame structures subjected to stationary random ground excitations is proposed. The nonlinear elasto-plastic behaviors may take place only on a small part of the structure. The Bouc-Wen differential equation model is used to model the hysteretic characteristics of the nonlinear components. The Pseudo Excitation Method (PEM) is used in solving the linearized random differential equations to replace the solution of the less efficient Lyapunov equation. Numerical results of a real bridge show that .the method proposed is effective for practical engineering analysis.     

斜拉桥拉索的风（雨）激振及控制

目前，国内建造了大量的斜拉桥。随着斜拉桥跨度的增大，拉索的风致振动及风雨激振问题越来越突出。本文总结了国际上的有关研究，特别是拉索风雨激振及控制研究的成果，提出了这一领域中有重要意义的研究方向。     

结构振动的非线性控制及其试验研究

本文分析了结构振动控制系统的特点，提出了一种结构振动的非线性离散控制方案，该方案仅利用受控结构的输出信号，实现容易，对结构参数变化具有一定的鲁棒性，本文还建立了一套具有浮点运算功能的结构振动计算机控制装置，并就某受控结进行了试验，试验表明，该非线性控制方案是可行的，理论结果与试验结果具有良好的一致性。     

FREE VIBRATION ANALYSIS OF SIMPLY SUPPORTED BEAM WITH BREATHING CRACK USING PERTURBATION METHOD

In this paper, a new analytical method for vibration analysis of a cracked simply supported beam is investigated. By considering a nonlinear model for the fatigue crack, the governing equation of motion of the cracked beam is solved using perturbation method. The solution of the governing equation reveals the superhaxmonics of the fundamental frequency due to the nonlinear effects in the dynamic response of the cracked beam. Furthermore, considering such a solution, an explicit expression is also derived for the system damping changes due to the changes in the crack parameters, geometric dimensions and mechanical properties of the cracked beam. The results show that an increase in the crack severity and approaching the crack location to the middle of the beam increase the system damping. In order to validate the results, changes in the fundamental frequency ratios against the fatigue crack severities are compared with those of experimental results available in the literature. Also, a comparison is made between the free response of the cracked beam with a given crack depth and location obtained by the proposed analytical solution and that of the numerical method. The results of the proposed method agree with the experimental and numerical results.     

ACTIVE VIBRATION CONTROL OF FINITE L-SHAPED BEAM WITH TRAVELLING WAVE APPROACH

In this paper, the disturbance propagation and active vibration control of a finite L-shaped beam axe studied. The dynamic response of the structure is obtained by the travelling wave approach. The active vibration suppression of the finite L-shaped beam is performed based on the structural vibration power flow. In the numerical calculation, the influences of the near field effect of the error sensor and the small error of the control forces on the control results are all considered. The simulation results indicate that the structural vibration response in the medium and high frequency regions can be effectively computed by the travelling wave method. The effect of the active control by controlling the power flow is much better than that by controlling the acceleration in some cases. And the control results by the power flow method are slightly affected by the locations of the error sensor and the small error of the control forces.     

支架振动的主动控制研究

利用压电材料的机电耦合特性，采用数值分析和实验相结合的方法研究了压电材料对支架的振动控制。利用Ｈａｍｉｌｔｏｎ原理，采用速度反馈，并考虑压电材料的机电耦合效应推导了振动主动控制有限元方程，分析了不同约束，不同压电片布置情况下支架的振动控制，实现了压电片的优化布置，同时用实验验证了数值分析的正确性。