Performance-cost optimization of tuned mass damper under low-moderate seismic actions

被引:40
|
作者
Greco, Rita [1 ]
Marano, Giuseppe Carlo [2 ,3 ]
Fiore, Alessandra [2 ]
机构
[1] Tech Univ Bari, DICATECH, Dept Civil Engn Environm Terr Bldg & Chem, Via Orabona 4, I-70125 Bari, Italy
[2] Tech Univ Bari, Dept Civil Engn & Architecture, DICAR, Via Orabona 4, I-70125 Bari, Italy
[3] Fuzhou Univ, Coll Civil Engn, SIBERC, 2 Xue Yuan Rd, Fuzhou, Fujian, Peoples R China
来源
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS | 2016年 / 25卷 / 18期
关键词
tuned mass damper; random vibrations; cost of protection system; multi-objective optimization; non-dominated sorting genetic algorithm; OPTIMUM DESIGN; VIBRATION; BUILDINGS; CRITERIA; PARAMETERS; ALGORITHMS; STRENGTH; BEAMS;
D O I
10.1002/tal.1300
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a multi-objective optimization of a single tuned mass damper is proposed at the aim to control vibrations induced in building structures under low-moderate earthquakes. The optimum design is carried out by considering both economic and performance criteria. The cost of the device is the economic objective that is assumed directly related to its mechanical parameters. At the aim to control the damage level and the behaviour of components and equipment, the ratio between the absolute accelerations of the protected structure and the unprotected one is assumed as the device performance. A multi-objective optimization is then formulated, and Pareto optimum solutions are achieved by the Non-dominated Sorting Genetic Algorithm in its second version. Finally, a sensitivity analysis of the optimum solution with respect to some input data is carried out. Copyright (c) 2016 John Wiley & Sons, Ltd.
引用
收藏
页码:1103 / 1122
页数:20
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