磁流变阻尼器结构的半主动控制

Soju J. Alexander, P. Sumathi, S. Panigrahi
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引用次数: 0

摘要

结构失效的常见原因是意外的地震振动、强风和巨浪,往往导致人员和经济损失。随着人口的增长和城市化进程的加快,我国高层建筑的发展趋势正在加快。隔震有效地减少了传递给结构的能量,但代价是增加了侧向位移,从而降低了居住者的舒适度。在基础隔震的基础上,采用半主动装置控制结构振动是一种很有前途的减少层间位移的方法。本文介绍了这种技术的仿真研究,并提出了实验验证。
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Semi-Active Control of Structures with Magnetorheological Fluid Dampers
Common causes of failures in structures are unexpected seismic vibrations, strong winds and huge waves often leading to human and economic losses. With increasing population and urbanization, the trend of high rise buildings is catching up in the country. Seismic isolation is effective in reducing the energy transferred to the structure, however at the cost of increased lateral displacement, which could reduce occupant comfort. Controlling the vibrations of building structures using semi-active devices in addition to base isolation is a promising technique to reduce inter storey displacement. This article covers simulation studies of such a technique and proposes experimental verification for the same.
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