CHOWDHURY A H,IWUCHUKWU M D,GARSKE J J.The past and future of seismic effectiveness of tuned mass dampers[C]//Proceedings of the second Int.Symposium Structural Control.Dordrecht,Netherlands:Martinus Nijhoff Publishers,1987:105-127.
[2]
CLARK A J.Multiple passive tuned mass dampers for reducing earthquake induced building motion[C]//Proceedings of 9th World Conference on Earthquake Engineering.Tokyo-Kvoto,Japan:[s.n.],1988:779-784.
[3]
CHEN G.Multi-stage tuned mass damper[C]//Proceedings of 11th World Conference on Earthquake Engineering. Acapulco,Mexico:[s.n.],1996:Paper No.1326.
[4]
JINGNING W,GENDA C.Optimization of multiple tuned mass dampers for seismic response reduction[C]//Proceedings of the American Control Conference.Chicago,Illinois:[s.n.],2000:519-523.
[5]
GENDA C,JINGNING W.Optimal placement of multiple tune mass dampers for seismic structures[J].Journal of Structural Engineering,2001,127(9):1054-1062.
[6]
李春祥,杜冬.MTMD对结构刚度和质量参数摄动的鲁棒性[J].振动与冲击,2004,23(1):38-41. LI Chun-xiang,DU Dong.Robustness of MTMD to perturbation in structural stiffness and mass[J].Journal of Vibration and Shock,2004,23(1):38-41.(in Chinese)
[7]
李春祥.土木工程结构不同多重调谐质量阻尼器的控制策略[J].地震工程与工程振动,2005,25(5):169-176. LI Chun-xiang.Different multiple tuned mass damper strategies for civil engineering structures[J].Earthquake Engineering and Engineering Vibration,2005,25(5):169-176.(in Chinese)
[8]
鄢圣超.悬吊式TMD控制高耸结构风振响应研究[D].北京:北京工业大学,2006. YAN Sheng-chao.Study on the wind vibration control of the high rising structure by means of pendulum TMD[D].Beijing: Beijing University of Technology,2006.(in Chinese)