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悬索桥颤振稳定性分析的精细时程积分法
引用本文:刘高,王秀伟等. 悬索桥颤振稳定性分析的精细时程积分法[J]. 计算力学学报, 2001, 18(3): 316-320
作者姓名:刘高  王秀伟等
作者单位:大连理工大学力学系,;石家庄铁道学院桥梁系,;西南交通大学土木学院,
基金项目:国家自然科学基金资助项目 (5 95 780 0 1 )
摘    要:研究精细时程积分法在悬索桥颤振稳定性分析中的应用,首先,将 气流整个作为一个系统,组集系统关于模态广义坐标的状态空间方程,然后,应用精细时程积分法计算状态的向量的时程响应,根据状态向量时程响应的对数衰减率判断系统的颤振稳定性,最后,以英国塞文悬索桥为数值算例,验证了本文方法的正确性。

关 键 词:悬索桥  颤振稳定性  精细时程积分法
文章编号:1007-4708(2001)03-0316-05
修稿时间:1999-10-06

Flutter stability analysis of suspension bridges by precise time-integration method
LIU Gao,WANG Xiu-wei,QIANG Shi-zhong. Flutter stability analysis of suspension bridges by precise time-integration method[J]. Chinese Journal of Computational Mechanics, 2001, 18(3): 316-320
Authors:LIU Gao  WANG Xiu-wei  QIANG Shi-zhong
Abstract:The application of the precise time-integration method in the flutter stability analysis of suspension bridges is studied. Firstly, the bridge structure is combined with wind as a whole system, and the system's state-space equation about the generalized coordinates of modes is assembled. Then, the time-history of the state-space vector is computed by the precise time-integration method. According to the logarithmic decrement of the time-history of the state-space vector, the stability of the system is estimate. Finally, the British Severn Bridge is analyzed to confirm the method.
Keywords:suspension bridges  flutter stability  precise time-integration method
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