Suppression of bridge flutter using tuned mass dampers based on robust performance design
暂无分享,去创建一个
[1] G. B. Warburton,et al. Optimum absorber parameters for various combinations of response and excitation parameters , 1982 .
[2] Mahendra P. Singh,et al. Optimal placement of dampers for passive response control , 2002 .
[3] Ming Gu,et al. Increase of critical flutter wind speed of long-span bridges using tuned mass dampers , 1998 .
[4] S. Rajeev,et al. Discrete Optimization of Structures Using Genetic Algorithms , 1992 .
[5] John H. Holland,et al. Adaptation in Natural and Artificial Systems: An Introductory Analysis with Applications to Biology, Control, and Artificial Intelligence , 1992 .
[6] Yoyong Arfiadi,et al. Passive and active control of three-dimensional buildings , 2000 .
[7] Sung-Pil Chang,et al. Suppression of flutter and gust response of bridges using actively controlled edge surfaces , 2000 .
[8] E. Svensson,et al. Design aspects of tuned mass dampers for the Great Belt East Bridge approach spans , 1995 .
[9] T. K. Datta,et al. Control of flutter of suspension bridge deck using TMD , 2002 .
[10] H. Yamaguchi,et al. Fundamental characteristics of Multiple Tuned Mass Dampers for suppressing harmonically forced oscillations , 1993 .
[11] David E. Goldberg,et al. Genetic Algorithms in Search Optimization and Machine Learning , 1988 .
[12] M. D. Rowbottom,et al. The optimization of mechanical dampers to control self-excited galloping oscillations , 1981 .
[13] Chunxiang Li. Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration , 2000 .
[14] Y. Fujino,et al. Dynamic characterization of multiple tuned mass dampers and some design formulas , 1994 .
[15] E. Conti,et al. Wind effects on the Normandie cable-stayed bridge: Comparison between full aeroelastic model tests and quasi-steady analytical approach , 1994 .
[16] Ming Gu,et al. Parametric study on multiple tuned mass dampers for buffeting control of Yangpu Bridge , 2001 .
[17] K Iwanami,et al. OPTIMUM DESIGN OF DUAL TUNED MASS DAMPERS AND THEIR EFFECTIVENESS , 1984 .
[18] Akio Nagamatsu,et al. Integrated optimum design of structure and H-infinity control system , 1995 .
[19] Kiyoko Yokoyama,et al. AKASHI KAIKYO BRIDGE: WIND EFFECTS AND FULL MODEL WIND TUNNEL TESTS , 1992 .
[20] Ahsan Kareem,et al. Performance of Multiple Mass Dampers Under Random Loading , 1995 .