Estimating optimum parameters of tuned mass dampers using harmony search

被引:182
作者
Bekdas, Gebrail [1 ]
Nigdeli, Sinan Melih [1 ]
机构
[1] Istanbul Univ, Dept Civil Engn, TR-34320 Istanbul, Turkey
关键词
Earthquake; Structural control; Structural dynamics; Tuned mass damper; Optimization; Harmony search; PARTICLE SWARM OPTIMIZATION; ABSORBER PARAMETERS; HEURISTIC ALGORITHM; DESIGN; EXCITATION; REDUCTION; BRIDGES; SYSTEM;
D O I
10.1016/j.engstruct.2011.05.024
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, the optimum parameters of tuned mass dampers (TMD) are proposed under seismic excitations. Harmony search (HS), a metaheurestic optimization method, which has been successfully applied for several engineering problems, is revised for tuning passive mass dampers. A Matlab program is developed for numerical optimization and time domain simulation. Optimization criteria are the peak values of first storey displacement and acceleration transfer function. In order to find best results, all properties of TMD are searched. For a fast and general optimization, a harmonic loading is utilized for numerical iterations. Also, final TMD parameters are checked under earthquake excitations. This new approach is compared with several other documented methods. Comparisons show that the new approach is more effective than other documented methods and more feasible due to smaller TMD parameters. (c) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2716 / 2723
页数:8
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