Multi-objective genetic algorithms for cost-effective distributions of actuators and sensors in large structures

被引:79
作者
Cha, Young-Jin [2 ]
Agrawal, Anil K. [2 ]
Kim, Yeesock [1 ]
Raich, Anne M. [3 ]
机构
[1] Worcester Polytech Inst, Dept Civil & Environm Engn, Worcester, MA 01609 USA
[2] CUNY, City Coll, New York, NY 10021 USA
[3] Lafayette Coll, Easton, PA 18042 USA
关键词
Multi-objective genetic algorithms; Optimal placement; Structural control; ASCE control benchmark; Actuator location; Sensor location; ACTIVE CONTROL; OPTIMAL PLACEMENT; OPTIMAL-DESIGN; VIBRATION CONTROL; WIND; BUILDINGS; SYSTEM; CONTROLLER; DAMPERS; NUMBER;
D O I
10.1016/j.eswa.2012.01.070
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
This paper proposes a multi-objective genetic algorithm (MOGA) for optimal placements of control devices and sensors in seismically excited civil structures through the integration of an implicit redundant representation genetic algorithm with a strength Pareto evolutionary algorithm 2. Not only are the total number and locations of control devices and sensors optimized, but dynamic responses of structures are also minimized as objective functions in the multi-objective formulation, i.e., both cost and seismic response control performance are simultaneously considered in structural control system design. The linear quadratic Gaussian control algorithm, hydraulic actuators and accelerometers are used for synthesis of active structural control systems on large civil structures. Three and twenty-story benchmark building structures are considered to demonstrate the performance of the proposed MOGA. It is shown that the proposed algorithm is effective in developing optimal Pareto front curves for optimal placement of actuators and sensors in seismically excited large buildings such that the performance on dynamic responses is also satisfied. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:7822 / 7833
页数:12
相关论文
共 64 条
[1]   Placement of sensors/actuators on civil structures using genetic algorithms [J].
Abdullah, MM ;
Richardson, A ;
Hanif, J .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2001, 30 (08) :1167-1184
[2]  
Adeli H., 1999, CONTROL OPTIMIZATION
[3]  
Agrawal AK, 1999, J INTEL MAT SYST STR, V10, P997, DOI 10.1106/YV3B-TP5H-HWQ2-X10K
[4]   Ground motion pulse-based active control of a linear base-isolated benchmark building [J].
Agrawal, AK ;
Xu, Z ;
He, WL .
STRUCTURAL CONTROL & HEALTH MONITORING, 2006, 13 (2-3) :792-808
[5]  
Agrawal AK, 1998, EARTHQUAKE ENG STRUC, V27, P1291, DOI 10.1002/(SICI)1096-9845(1998110)27:11<1291::AID-EQE784>3.3.CO
[6]  
2-D
[7]   Multiobjective optimal fuzzy logic control system for response control of wind-excited tall buildings [J].
Ahlawat, AS ;
Ramaswamy, A .
JOURNAL OF ENGINEERING MECHANICS, 2004, 130 (04) :524-530
[8]   Active control of along wind response of tall building using a fuzzy controller [J].
Aldawod, M ;
Samali, B ;
Naghdy, F ;
Kwok, KCS .
ENGINEERING STRUCTURES, 2001, 23 (11) :1512-1522
[9]   Optimal structural active control force, number and placement of controllers [J].
Amini, F ;
Tavassoli, MR .
ENGINEERING STRUCTURES, 2005, 27 (09) :1306-1316
[10]  
[Anonymous], TIK REP