Design Optimization on Complex MTMD in Viberation Control of Structure

Lu Jie; Zhang Xun-an; Qin Xiang-jun; Gu Wen-cheng; Lin Zhi-ming

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Design Optimization on Complex MTMD in Viberation Control of Structure

更新时间：2026-05-27

- Design Optimization on Complex MTMD in Viberation Control of Structure
- Vol. 25, Issue 1, Pages: 97-100(2008)
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- Online First：01 January 2008，
  
  Published：2008
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鲁杰, 张洵安, 秦相军, 谷文成, 林治民. 复合MTMD在结构控制中的优化设计[J]. 广东工业大学学报, 2008, 25(1): 97-100.

Lu Jie, Zhang Xun-an, Qin Xiang-jun, et al. Design Optimization on Complex MTMD in Viberation Control of Structure[J]. 2008, 25(1): 97-100.
鲁杰, 张洵安, 秦相军, 谷文成, 林治民. 复合MTMD在结构控制中的优化设计[J]. 广东工业大学学报, 2008, 25(1): 97-100. DOI：

Lu Jie, Zhang Xun-an, Qin Xiang-jun, et al. Design Optimization on Complex MTMD in Viberation Control of Structure[J]. 2008, 25(1): 97-100. DOI：

摘要

提出一种新的控制策略——复合多重调频质量阻尼器(CMTMD).将钢结构建筑简化为多自由度体系计算模型

利用复模态理论推导出在高耸钢结构建筑的不同层上安装MTMD后

在风荷载作用下的随机响应.实例计算结果表明:CMTMD具有优于传统MTMD的控制效果. 更多还原

Abstract

A new control strategy in complex multiple tuned mass dampers for high-rise structures is studied in the paper.Based on the complex mode analysis theory of random vibration

simplifying the controlled structure as a multi-degree of freedom structural system

this paper studies the location of MTMD on the high-rise TV towers and derives vibration displacement response spectrum.The results of theoretically analyzing and calculation show that CMTMD has many advantages such as efficiency

robustness an...

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references

连业达,张洵安,毕金凤,王朝霞. 地震作用下新结构体系中阻尼器研究[J]. 工业建筑. 2006(02)

李春祥. 土木工程结构的双层多重调谐质量阻尼器控制策略[J]. 地震工程与工程振动. 2005(01)

李春祥,刘艳霞,王肇民. 结构主动多重调谐质量阻尼器(AMTMD)的控制策略[J]. 土木工程学报. 2003(04)

李春祥,黄金枝. 高层钢结构MTMD地震反应控制优化设计[J]. 振动与冲击. 2000(01)

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