结构响应主动控制技术是结构振动主动控制的一种新方法，并由于其具有直接以结构振动响应为目标，概念简单、实现容易和采用前债控制、没有系统稳定性问题等优点而日益受到重视。本文评述了结构响应主动控制的基本原理、特点及控制系统的基本组成，并对两种最基本的实现方法──时域法和频域法的基本思想、适应能力、及实现难易程度等方面进行比较分析，指出时域法在适应能力、适用范围和应用潜力上优于频域法，但在实现上对硬件的计算速度要求较高，而频域法适用于控制慢变振动，并且实现也较时域法容易。最后，本文提出了两种实现方法在改善算法和提高控制精度等方面值得进一步研究的问题。 Active control technology of structural response is a new method of active vibration control of structures and is paid more and more attention because of its direct response to structural vibration, simple concept, easy implementation and control with front debt and no system stability problems . This paper reviews the basic principles and characteristics of active control of structural response and the basic composition of the control system. It also analyzes the two basic methods of realization: the basic idea of ​​time-domain method and frequency-domain method, adaptability and the difficulty of realization It is pointed out that the time domain method is better than the frequency domain method in adaptability, application scope and application potential, but it requires high computational speed of hardware in the implementation, while the frequency domain method is suitable for controlling the slow vibration, and Achieve also easier than the time domain method. Finally, this paper presents some problems worth further studying in improving the algorithm and improving the control accuracy of the two methods.