参考文献/References:
[1] 王浩,李爱群,杨玉冬.中央扣对大跨悬索桥动力特性的影响[J],中国公路学报,2006,19(6):49-53.
Wang Hao,Li Aiqun,Yang Yudong.Study on effect of central buckle to dynamic behavior of long-span suspension bridges [J]. China Journal of Highway and Transport,2006,19(6):49-53.(in Chinese)
[2] 范立础.桥梁抗震[M].上海:同济大学出版社,1997.
[3] 王浩,李爱群,郭彤.超大跨悬索桥地震响应的综合最优控制研究[J].湖南大学学报,2006,33(3):6-10.
Wang Hao,Li Aiqun,Guo Tong.Compositive optimal control of the seismic response for super-long-span suspension bridges [J].Journal of Hunan University,2006,33(3):6-10.(in Chinese)
[4] 王志强,胡世德,范立础.东海大桥粘滞阻尼器参数研究[J].中国公路学报,2005,18(3):37-42.
Wang Zhiqiang,Hu Shide,Fan Lichu.Research on viscous damper parameters of Donghai Bridge [J]. China Journal of Highway and Transport,2005,18(3):37-42.(in Chinese)
[5] He W L,Agrawal A K,Mahmoud K.Control of seismically excited cable-stayed bridge using resetting semiactive stiffness dampers [J].Journal of Bridge Engineering,2001,6(6):376-384.
[6] 叶爱君,胡世德,范立础.超大跨度斜拉桥的地震位移控制[J].土木工程学报,2004,37(12):38-43.
Ye Aijun,Hu Shide,Fan Lichu.Seismic displacement control for super-long-span cable-stayed bridges [J]. China Civil Engineering Journal,2004,37(12):38-43.(in Chinese)
[7] Murphy Thomas P,Collins Kevin R.Retrofitting suspension bridges using distributed dampers [J]. Journal of Structural Engineering,2004,130(10):1466-1474.
[8] Erkus B,Abe M,Fujino Y.Investigation of semi-active control for seismic protection of elevated highway bridges[J]. Engineering Structures,2002,24(3):281-293.
[9] Wang Hao,Li Aiqun,Miao Changqing.FE model updating and validating of Runyang Suspension Bridge based on SHMS[J]. Journal of Southeast University:English Edition,2005,21(4):474-479.
[10] 张建民,肖汝诚.千米级斜拉桥施工过程中主梁的预转折角研究[J].计算力学学报,2005,22(5):618-622.
Zhang Jianmin,Xiao Rucheng.Study on the prearranged angle of girders in construction state for a thousand-meter scale cable-stayed bridge [J]. Chinese Journal of Computational Mechanics,2005,22(5):618-622.(in Chinese)