基于LQR理论的单层非对称平面建筑流体粘性阻尼器设计

Chunxiang Li, Xinhua Gu
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引用次数: 1

摘要

无源耗能装置(EDD)的设计涉及到在最佳位置安装每个阻尼器所需容量的确定。流体粘性阻尼器(FVD)作为一种被动式阻尼器,是结构抗震中常用的能量汇。本文研究了带fvd的单向单层不对称平面体系的地震反应。应用线性二次型调节器(LQR)控制理论,利用最小范数法将计算得到的控制增益转换为等效流体粘性阻尼。研究了阻尼比、频率比、展弦比、结构刚度偏心率和FVD等效阻尼比对FVD最佳偏心位置的影响。阐述了三种控制策略对非对称结构在El-Centro地震作用下的阻尼效果。数值计算结果表明,本文提出的方法是非对称结构抗震设计的一种备选方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Design of Fluid Viscous Dampers for Single-Story Asymmetric-Plan Buildings Based on LQR Theory
The design of passive energy dissipation devices (EDD) involves the determination of the required capacity of each damper installed at optimal locations. The fluid viscous damper (FVD) as a passive EDD is commonly used as energy sinks for seismic protection of structures. The present investigation is to deal with the earthquake responses of one- way one-storey asymmetric-plan system with the FVDs. By applying the linear quadratic regulator (LQR) control theory, the calculated control gain is converted to the equivalent fluid viscous damping using a minimum norm method (MNM). How the damping ratio, frequency ratio, aspect ratio, stiffness eccentricity of structures, and FVD equivalent damping ratio affect the optimal eccentric positions of the FVDs are investigated. The damping effects of three control strategies for asymmetric structures under El-Centro earthquake are elucidated. Numerical results demonstrate that the proposed is an alternative method of designing the FVDs for seismic protection of asymmetric structures.
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