Wind-Induced Vibration Control of Benchmark Model with Damper

Article Preview

Abstract:

Based on 76-storey Benchmark model, the optimization objective including displacement reduction index and acceleration reduction index is given under the effect of wind-induced vibration, by which kinds of dampers are optimally designed based on Genetic Algorithm. The optimization results show that the peak acceleration, peak displacement and peak storey drift of structure are remarkably reduced and kinetic energy and deformation energy are reduced significantly. It means optimized dampers have achieved good effect on wind-induced vibration control of the structure.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

206-210

Citation:

Online since:

September 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Yun Zhou, Zhiyuan WU, Xingwen Liang. Semi-active control for wind-induced vibration of high-rise structure using MR damper [J]. Earthquake Engineering and Engineering Vibration, 2001, 21(4): 159- 162.

Google Scholar

[2] Yong Guo, Bingnan Sun, Yin Ye, Wenjuan Lou, Guohui Shen. Hybrid genetic algorithm for optimizing damper distribution of transmission Towers [J]. Journal of Harbin Institute of Technology, 2009, 41(10): 259- 264.

Google Scholar

[3] Guohua Liu, Hong Bao, Wenchao Li: Using Genetic Algorithm by MATLAB. Computer Applications and research. 2001, (8): 80-82.

Google Scholar

[4] Junping Zhang, Qicai Yu, Fulin Zhou. A universal algorithm of optimal control force and optimal distribution of control action in structural vibration control system [J]. Engineering Mechanics, 1999, 16(6): 54-61.

Google Scholar

[5] Jun Teng, Weiqin Lu. The increment method for optimum distribution of the structural active/passive control devices [J]. China Civil Engineering Journal, 2003, 36(11):88-92.

Google Scholar