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首页> 外文期刊>Results in Physics >Using block pulse functions for seismic vibration semi-active control of structures with MR dampers
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Using block pulse functions for seismic vibration semi-active control of structures with MR dampers

机译:使用块脉冲功能对带有MR阻尼器的结构进行地震振动半主动控制

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摘要

This article applied the idea of block pulse functions in the semi-active control of structures. The BP functions give effective tools to approximate complex problems. The applied control algorithm has a major effect on the performance of the controlled system and the requirements of the control devices. In control problems, it is important to devise an accurate analytical technique with less computational cost. It is proved that the BP functions are fundamental tools in approximation problems which have been applied in disparate areas in last decades. This study focuses on the employment of BP functions in control algorithm concerning reduction the computational cost. Magneto-rheological (MR) dampers are one of the well-known semi-active tools that can be used to control the response of civil Structures during earthquake. For validation purposes, numerical simulations of a 5-story shear building frame with MR dampers are presented. The results of suggested method were compared with results obtained by controlling the frame by the optimal control method based on linear quadratic regulator theory. It can be seen from simulation results that the suggested method can be helpful in reducing seismic structural responses. Besides, this method has acceptable accuracy and is in agreement with optimal control method with less computational costs.
机译:本文将块脉冲函数的思想应用于结构的半主动控制中。 BP功能提供了有效的工具来近似复杂的问题。所应用的控制算法对受控系统的性能和控制设备的要求有重大影响。在控制问题中,设计一种计算成本较低的精确分析技术非常重要。事实证明,BP函数是近似问题中的基本工具,近几十年来,BP函数已应用于不同地区。这项研究的重点是在控制算法中使用BP函数,以减少计算成本。磁流变(MR)阻尼器是众所周知的半主动工具之一,可用于控制地震期间土木结构的响应。为了验证,本文介绍了带有MR阻尼器的5层剪切建筑框架的数值模拟。将建议方法的结果与通过基于线性二次调节器理论的最佳控制方法控制框架所获得的结果进行了比较。从仿真结果可以看出,所提出的方法有助于减小地震结构响应。此外,该方法具有可接受的精度,并且与具有较少计算成本的最优控制方法一致。

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