基于弹性负载的地震模拟试验控制策略

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振动与冲击 ›› 2013, Vol. 32 ›› Issue (5) : 26-30.

论文

基于弹性负载的地震模拟试验控制策略

田磐, 陈章位

作者信息 +

A control strategy of earthquake simulation test based on elastic payload

TIAN Pan, CHEN Zhang-Wei

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文章历史 +

摘要

传统地震模拟试验控制方法多将试件假定为刚性负载。针对该控制方法在实际应用中精度差的缺点，提出一种基于弹性负载的地震模拟控制策略，通过分析弹性试件力学模型，合理设置内环伺服控制参数，实现各种负载下系统传递特性的近似统一。在此基础上，优化外环振动控制辨识方法。振动台系统能在无预试验步骤情况下获得较高地震波形复现精度。试验表明：该控制策略无需预试验，在优化的伺服控制参数下，能在首帧地震模拟试验中获得85%以上的输入输出信号时域相关系数；经数帧试验，通过对系统驱动信号进行更新，地震模拟输入输出信号时域相关系数能稳定在90%以上。

Abstract

The specimen is assumed to be rigid payload in traditional earthquake simulation test control. To overcome the poor control precision of this control, an earthquake simulation control strategy is proposed. This control strategy configures servo-control parameters reasonably by analyzing physical modal of elastic payload，so the transfer function of shaking table unify approximately under a variety of load. On this basis, the system identification method of vibration control is optimized. The shaking table system can obtain high simulation precision for seismic wave without pre-test step. The experimental results which are got in Zhejiang University shaking table indicate that control strategy can obtain the first frame correlation coefficient of reference signal and control signal in time domain above 85% without pre-test step in the case of parameter optimization; after several frames of earthquake simulation test, the correlation coefficient of reference signal and control signal in time domain can reach 90% through identifying the transfer function continuously.

导出引用

田磐;陈章位. 基于弹性负载的地震模拟试验控制策略[J]. 振动与冲击, 2013, 32(5): 26-30

TIAN Pan;CHEN Zhang-Wei. A control strategy of earthquake simulation test based on elastic payload[J]. Journal of Vibration and Shock, 2013, 32(5): 26-30