Fuzzy Logic Based Control and Simulation Analysis for Nonlinear Structure

Jinghui Dai
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引用次数: 2

Abstract

The response of structures deforms into their inelastic range during intense ground shaking and exhibits nonlinear behavior, and as a whole, there is no systematic and effective means for nonlinear structure control. In this paper, the active control is applied to the nonlinear structure through the adaptive fuzzy sliding mode control strategy to eliminate the damage of structure and then we introduce the design of a fuzzy sliding mode controller and an adaptation law. The simulation is made on a three-story steel frame model which is referred to as the third generation Benchmark model. The control force is applied each floor through control devices that use the adaptive fuzzy sliding mode control algorithm. Then we calculated the response of the structure under earthquake and analysis the results. The results are satisfied in that they show adaptive fuzzy sliding mode control can utilize the advantage of the adaptive fuzzy control and the sliding mode control very well when applied to the nonlinear structure under the earthquake excitation.
基于模糊逻辑的非线性结构控制与仿真分析
在强烈地震动作用下,结构的响应变形进入非弹性范围,表现出非线性行为,总体上尚无系统有效的结构非线性控制手段。本文通过自适应模糊滑模控制策略将主动控制应用于非线性结构以消除结构的损伤,然后介绍了模糊滑模控制器的设计和自适应律。仿真是在一个三层钢框架模型上进行的,该模型被称为第三代基准模型。控制力通过采用自适应模糊滑模控制算法的控制装置施加到每层。然后计算了结构在地震作用下的响应,并对结果进行了分析。结果表明,自适应模糊滑模控制可以很好地利用自适应模糊控制和滑模控制的优点,应用于地震激励下的非线性结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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