Comparative Studies of Semiactive Control Strategies for MR Dampers: Pure Simulation and Real-Time Hybrid Tests

被引:59
|
作者
Cha, Young-Jin [1 ]
Zhang, Jianqiu [2 ]
Agrawal, Anil K. [2 ]
Dong, Baiping [3 ]
Friedman, Anthony [4 ]
Dyke, Shirley J. [4 ]
Ricles, James [3 ]
机构
[1] MIT, Dept Civil & Environm Engn, Cambridge, MA 02139 USA
[2] CUNY City Coll, New York, NY 10031 USA
[3] Lehigh Univ, Dept Civil & Environm Engn, ATLSS Ctr, Bethlehem, PA 18015 USA
[4] Purdue Univ, W Lafayette, IN 47907 USA
基金
美国国家科学基金会;
关键词
Magnetorheological damper; Real-time hybrid test; Semi-active control; Performance-based design; Semi-active controller comparison; FRICTION; INTEGRATION; BUILDINGS; DYNAMICS; ACTUATOR; MODEL;
D O I
10.1061/(ASCE)ST.1943-541X.0000639
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents comparisons of the performances of three semiactive control algorithms for use with multiple magnetorheological (MR) dampers. The three controllers are (1) the clipped-optimal controller, (2) the decentralized output feedback polynomial controller, and (3) the simple passive controller. These controllers use different types of inputs to calculate control signals for the MR dampers, based on different control mechanisms. To investigate the advantages of each controller, a three-degree-of-freedom steel moment-resisting frame, designed using a performance-based design methodology, was developed. The performance was investigated by using four different earthquakes utilized during the design of the building frame. Comparisons of the controllers' performance were carried out in terms of reduction in the maximum interstory drifts, displacements, absolute accelerations, and control forces. Real-time hybrid tests were carried out to validate these comparisons. (C) 2013 American Society of Civil Engineers.
引用
收藏
页码:1237 / 1248
页数:12
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