Multiobjective optimal fuzzy logic controller driven active and hybrid control systems for seismically excited nonlinear buildings

被引:28
作者
Ahlawat, AS [1 ]
Ramaswamy, A
机构
[1] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India
[2] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India
关键词
active control; fuzzy sets; vibration control; algorithms; structural control;
D O I
10.1061/(ASCE)0733-9399(2004)130:4(416)
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The third generation benchmark control problem for seismically excited nonlinear buildings is an effort to evaluate the developed control strategies in order to apply them in field applications. As the fuzzy logic control systems have been applied effectively in various fields, including vibration control of structures, a multiobjective optimal fuzzy logic control system has been proposed-in this paper. Two types of control devices, namely, active and hybrid, driven by a fuzzy logic controller (FLC) have been considered in the present study. Nondimensionalized peak interstory drift ratio and peak floor acceleration have been used as the two objective functions for the multiobjective optimal design problem. A two-branch tournament genetic algorithm has been used to find a set of Pareto-optimal solutions, as the optimization problem is not necessarily continuous of convex. Performance of the FLC driven active and hybrid control systems have been evaluated for all three third generation benchmark problems for seismically excited nonlinear buildings (3-, 9- and 20-story). Acceleration and velocity information of different floors have been used as feedback to the FLC. This approach provides a set of Pareto optimal designs, from which a controller design can be selected for the required performance. The FLC driven active control system performs better than the sample controller given in the benchmark problem. Though the number of sensors and control devices are far less, the performance of the hybrid is close to the active control system.
引用
收藏
页码:416 / 423
页数:8
相关论文
共 18 条
[1]   Multi-objective optimal design of FLC driven hybrid mass damper for seismically excited structures [J].
Ahlawat, AS ;
Ramaswamy, A .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2002, 31 (07) :1459-1479
[2]   Multiobjective optimal structural vibration control using fuzzy logic control system [J].
Ahlawat, AS ;
Ramaswamy, A .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2001, 127 (11) :1330-1337
[3]  
[Anonymous], 1989, GENETIC ALGORITHM SE
[4]  
Battaini M, 1998, EARTHQUAKE ENG STRUC, V27, P1267, DOI 10.1002/(SICI)1096-9845(1998110)27:11<1267::AID-EQE782>3.0.CO
[5]  
2-D
[6]  
Casciati F., 1997, Microcomputers in Civil Engineering, V12, P205
[7]   Using the two-branch tournament genetic algorithm for multiobjective design [J].
Crossley, WA ;
Cook, AM ;
Fanjoy, DW ;
Venkayya, VB .
AIAA JOURNAL, 1999, 37 (02) :261-267
[8]  
Eschenauer H., 1990, MULTICRITERIA DESIGN
[9]   OPTIMIZATION OF CONTROL PARAMETERS FOR GENETIC ALGORITHMS [J].
GREFENSTETTE, JJ .
IEEE TRANSACTIONS ON SYSTEMS MAN AND CYBERNETICS, 1986, 16 (01) :122-128
[10]  
Holland J.H., 1992, CONTROL ARTIFICIAL I