结构振动控制中控制力的最佳位置
Optimal Position of Control Forces in Structural Vibration Control
在建筑结构抗震领域,越来越多大跨高耸结构的发展对结构安全和舒适性能提出了更高的要求。传统的抗震技术对建筑结构的减震作用具有局限性。现代结构控制理论提出了土木工程结构振动控制的概念,目的是在设定的最优控制目标下确定最优控制力向量。针对控制力的最佳作用位置,有振动台实验和地震实测记录表明,控制系统安置在屋顶是较优的位置。本文通过对状态方程的分析和数值计算,得出结构振动控制中控制力的最佳位置。
In building structures seismic area, more and more civil engineering buildings are taking the long-span and high-rise form and the higher requirements for structural safety and comfort performance are needed. Traditional seismic technology has certain limitations on the cushion structures. The theory of modern structural control puts forward the concept of the vibration control of civil engineering structures in order to determine the optimal control force vector under the optimal control objective. For the optimal control position, Shaking table experiments and seismological records show that the force is better placed on the roof of building. In this paper,the optimum location of control force in the building structure is obtained according to simplification and numerical analysis of the equation of motion.
邹祖军、李娅丽
建筑基础科学建筑结构
受控结构振动控制最优位置控制算法
controlled structurevibration controlthe optimal positioncontrol algorithm
邹祖军,李娅丽.结构振动控制中控制力的最佳位置[EB/OL].(2018-02-08)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/201802-43.点此复制
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