High-rise structure of hydraulic driven ATMD wind-induced vibration Control study based on CSI effect

Journal of Vibration and Shock ›› 2016, Vol. 35 ›› Issue (3) : 152-157.

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PDF(1499 KB)
Journal of Vibration and Shock ›› 2016, Vol. 35 ›› Issue (3) : 152-157.

High-rise structure of hydraulic driven ATMD wind-induced vibration Control study based on CSI effect

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Abstract

Due to neglecting control-structure interaction (CSI) which brings difference between theoretical model and real model, the wind-induced vibration control for the high-rise building often leads to the real control effect different from theoretical control effect and results in poor control effect. This paper takes a TV Tower for example. The CSI effect is considered in the high-rise structural model. Build the structural dynamic characteristic model considering CSI effect. And do the comparative analysis with the ideal model not considering the CSI effect. With structural dynamic characteristic model, do the analysis of control algorithm with and without considering the CSI effect on the control effect. It provides related engineering suggestion for the high-rise building wind-induced vibration control with the ATMD device.

Key words

high-rise structure / wind-induced vibration control / hydraulic driver / control-structure interaction

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High-rise structure of hydraulic driven ATMD wind-induced vibration Control study based on CSI effect[J]. Journal of Vibration and Shock, 2016, 35(3): 152-157

References

[1]Yao J T P.Concept of Structure Control.Journal of the Structural Divislon [J].ASCE.1972,98 (ST7):1567—1574.
[2]Nishitani A,Inoue Y.Overview of the application of active/semiactive control to building structures in Japan[J] .Earthquake Engineering and Structural Dynamics,2001,30(11):1565-1574.
[3]欧进萍, 张春巍, 李惠, 彭君义. 大连市某高层建筑风振和地震反应的主动质量阻尼(AMD)控制分析与设计. 建筑结构学报. 2004,25(3):29-37.
Ou J P, Zhang C W, Li H, Peng J Y. Analysis and design of active mass damper (AMD) control against wind and earthquake for a high-rise building in Dalian. Journal of building structures.
 [4] 李春祥,许志民,张丽卿.主动调谐质量阻尼器对不规则建筑的减震行为研究[J]. 振动与冲击,2008,27(1):76-83.
Li C X,Xu Z M,Zhang L Q. Earthquake reduction behaviors of active tuned mass dampers for an asymmetric building[J]. Journal of vibration and shock. 2008, 27(1):76-83.
[5]李志军,邓子辰,顾致平.ATMD结构基于补偿器的准滑模控制[J]. 振动、测试与诊断,2012,32(6):909-914.
Li Z J,Deng Z C,Gu Z P.Quasi-sliding mode control ith compensator for ATMD-buildings[J]. Journal of  Vibration ,Measurement &Diagnosis. 2012, 32(6):909-914
[6] 文永奎,卢文良. ATMD对斜拉桥抖振减振的控制设计模型研究[J].振动工程学报,2014,27(2):255-262.
Wen Y K,Lu W L.Study of control design modelfor buffeting response control of cable-stayed bridge using ATMD[J]. Journal of vibration engineering. 2014,27(2),255-262.
[7] 文永奎,卢文良. 斜拉桥风振减振基于H_2范数的ATMD和传感器配置优化[J].土木工程学报,2014, 47(7):70-78.
Wen Y K,Lu W L.Optimal placement of ATMD and sensors based on H2-norm for wind response control of cable-stayed bridge[J].China civil ngineering journal.2014,47(7):70-78.
[8] 滕军,幸厚冰.京基100大厦AMD控制系统在线计算关键技术研究[J].振动与冲击.2011,30(11):230-237
Teng J, Xing H B. Study of key techniques of online algorithms for AMD control system used in KK100. Journal of vibration and shock. 2011, 30(11):230-237.
[9]陈鑫,李爱群,王泳,等.自立式高耸结构风振控制方法研究[J].振动与冲击,2015,34(7):149-155.
Chen Xin,Li Aiqun,Wang Yong,et al.Investigation on techniques for windinduced vibration control of of selfstanding highrise structures[J].Journal of Vibration and Shock,2015,34(7):149-155.
[10]张春巍, 欧进萍. 电磁式惯性型作动器与结构耦合系统建模与试验研究. 振动工程学报. 2006,19(3),289-295.
Zhang C W, Ou J P. Modeling and testing for electromagnetic mass damper and structure coupled system. Journal of vibration engineering. 2006,19(3),289-295.
[11] Dyke S J, Spencer B F, Quast P., et al. Role of control-structure interaction in protective system design. ASCE Journal of Engineering Mechanics. 1995, 121 (2) :322~338.
[12] Liu J, Liu H J, Dyke S J. Control–structure interaction for micro-vibration structural control[J]. Smart Materials and Structures. 2012, 21(10): 105021.
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