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研究了应用主动锚索控制装置控制相邻建筑地震响应的有效性。首先，建立了主动锚索相邻建筑系统的运动方程；然后应用广义振型分析方法，寻求了主动锚索联结的相邻建筑的动力特性，特别是振型阻尼比；最后，在频率域内应用广义振型分析与虚拟激励相结合的方法，建立了主动锚索控制装置联结相邻建筑的随机地震响应的分析方法。应用本文建立的公式，我们编制了计算机程序，进行了广泛的参数研究，以评价控制装置的有效性，并确定最优传感器类型及控制装置参数。研究表明，如果应用速度传感器，并能适当地选择主动锚索控制器的参数，则可以显著地提高系统的振型阻尼比，减小两个结构的地震响应。
The effectiveness of using active anchor cable control device to control seismic response of adjacent buildings is studied. Firstly, the motion equation of the adjacent building system with active anchor cable is established. Then, the dynamic characteristics of the adjacent building with active anchor cable are sought by the generalized mode analysis method, especially the damping ratio of mode shapes. Finally, By combining the generalized mode analysis and virtual stimulus, an analysis method of random seismic response of the active anchor cable control device to the adjacent building is established. Using the formulas established in this paper, we have compiled a computer program and conducted a wide range of parametric studies to evaluate the effectiveness of control devices and determine the optimal sensor type and control device parameters. The research shows that if the speed sensor is used and the parameters of the active cable controller can be properly selected, the damping ratio of the system can be significantly increased and the seismic response of the two structures can be reduced.