耦联结构体系的半主动控制

谭平; 周福霖; 闫维明

doi:10.13204/j.gyjz200807006

耦联结构体系的半主动控制

doi: 10.13204/j.gyjz200807006

1.
1. 广州大学广州市地震工程与应用技术重点实验室,广州 510405;
2.
2. 北京工业大学建筑工程学院,北京 100022

基金项目:

科技部重大基础研究前期研究专项项目(2004CCA03300);国家自然科学基金项目(50608021)

详细信息

作者简介:
谭平男 1973年9月出生博士研究员 E-mail:ptan@gzhu.edu.cn

计量
- 文章访问数: 98
- HTML全文浏览量: 6
- PDF下载量: 44
- 被引次数: 0
出版历程
- 收稿日期: 2007-12-05
- 刊出日期: 2008-07-20

SEMIACTIVE CONTROL FOR COUPLED BUILDINGS

1.
1. Earthquake Engineering Research &Test Center,Guangzhou University Guangzhou 510405;
2.
2. College of Architecture and Civil Engineering,Beijing University of Technology Beijing 100022

摘要

摘要: 基于变刚度和变阻尼的原理提出两种用于耦联结构体系的半主动控制装置,在建立这两种半主动控制时耦联结构振动控制体系的运动方程的同时,还提出一种新的广泛适用于一般开关控制型半主动控制系统的控制算法,推导出两种半主动控制的开关控制律,并对结构的动力参数对控制效果的影响规律进行研究。为检验所提出的两种半主动控制装置及新半主动控制算法的有效性,针对不同的算例进行了计算机仿真分析。结果表明,对两相邻结构进行控制是必要的和有效的,所提出的两种半主动控制装置与控制算法是非常有效的,可显著增强耦联结构体系的安全性与舒适性。与变刚度控制相比,变刚度变阻尼控制由于在装置中附加了阻尼,可以取得比变刚度控制更为有效的减震控制效果。
- 耦联结构 /
- 半主动控制 /
- 变刚度控制 /
- 变刚度变阻尼控制
Abstract: It is introduced 2 new semiactive control devices for coupled buildings.The equations of motion of coupled buildings with the proposed control devices are established herein.Furthermore,a new semiactive control algorithm,which can be used for all switching-type semiactive control systems,is put forward in this paper to derive the control laws of the proposed semiactive control systems.Numerical simulation is carried out to investigate the performance of the proposed control devices and the new semiactive control algorithm,and study the effect of the dynamical parameters of coupled buildings on the control effectiveness.Results show that the newly proposed control devices and algorithm are very effective to increase the safety and living comfort of the coupled buildings subject to earthquakes.The semiactive variable stiffness and damping control device outperforms the semiactive variable stiffness control as the result of the presence of auxiliary damping in this device.
- coupled buildings /
- semiactive control /
- variable stiffness controll /
- variable stiffness and damping controll

HTML全文

参考文献(7)

[2] Gurley K,Kareem A,Bergman L A,et al.Coupling tall buildings for control of response to wind,in G.l.Sehuener,M.Shinozuka,and J.T.P.Yao (eds.) Structural Safety ＆ Reliability,Balkema,Rotterdam,1994:1 553-1 560

Klein R E,Cusano C,Stukel J.Investigation of a Method to Stabilize Wind Induced Oseillatinns in Large Struetures//Presented at 1972 ASME Winter Annual Meeting.Paper No.72-WA/AUT-H.New York:1972

[3] Kamagata K,Miyajima K,Seto K.Optimal Design of Damping Devices for Vibration Control of Parallel Structures//Prco.Third International Conference on Motion and Vibration Control (MOVIC),Chiba,Japan,September 1996(2):334-339

[4] Fukuda Y,Matsumoto Y,Seto g.Bending and Torsional Vibration Control of Flexible Structures Arranged in Parallel//Proc.Third International Conference on Motion and Vibration Control (MOVIC),Chiba,Japan,September 1996(3):12-17

[5] Richard E.Christenson,Semiactive Control of Civil Structures for Natural Hazard Mitigation:Analytical and Experimental Studies:[Ph.Ddissertation].Notre Dame,Indiana:University of Notre Dame,2001

[6] Seto K.Vibration Control Method for Flexible Structures Arranged in Parallel//Proc.First World Conference on Structural Control,Pasadena,CA,2,FP3-62-71,1994:62-71

[7] 陈静.结构振动逻辑控制.北京:国防工业出版社,2005

施引文献

资源附件(0)

访问统计