基于多重调谐质量阻尼器的苏通大桥抖振位移最优控制的数值模拟
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| Published in | 浙江大学学报：A卷英文版 Vol. 15; no. 10; pp. 798 - 812 |
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| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
2014
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| Subjects | |
| Online Access | Get full text |
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| Bibliography: | Long-span cable-stayed bridge; Buffeting response; Vibration control; Multiple tuned mass dampers（MTMDs）; Control efficiency 33-1236/O4 Hao WANG, Tian-you TAO, Huai-yu CHENG, Ai-qun LI （Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education, Southeast University, Nanjing 210096, China） The buffeting of long-span cable-supported bridges under strong winds is one of the key issues in bridge wind engineering. In order to study the effectiveness of the multiple tuned mass dampers（MTMDs） in buffeting control of long-span bridges, the Sutong Cable-stayed Bridge（SCB） with a main span of 1088 m in China is taken as an example in this paper. The spatial finite element model of the SCB is established and the modal analysis is conducted based on ANSYS. After the 3D turbulence wind field of the SCB is simulated using the measured wind parameters, the time-domain buffeting analysis on the SCB is conducted with the aerodynamic self-excited forces included. According to the dynamic characteristics and the time-domain buffeting analysis results of the SCB, the parameter sensitivity analysis on buffeting vibration control with MTMD is conducted in ANSYS. The optimum parameters are then obtained with the construction difficulty and economic factors considered. Results show that the control efficiency is sensitive to the number of the TMD, mass ratio, frequency band-width ratio, and damping ratio. Both the vertical and the lateral vibrations can be effectively controlled when proper design parameters of a MTMD system are used. In addition, the control effect on lateral vibration is better than that on vertical vibration. Results obtained in this study can provide references for anti-wind design and buffeting control of long-span cable-stayed bridges. |
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| ISSN: | 1673-565X 1862-1775 |