参考文献
[1]黄文润.硅油及二次加工品[M].北京:化学工业出版社,2004.
[2]雷天觉主编.新编液压工程手册[M].北京:北京理工大学出版社,1999.
[3]Hayward A T J.Aeration in hydraulic system—its assessment and control[R].I.Mech.E.Proc.Conf.Oil Hydraulic Power Transmission,1961:216-224.
[4]Hatada T,Kobori T,Ishida M,et al.Dynamic analysis of structure with Maxwell model[J].Earthquake Engng.Struct.Dyn.,2000,29:159-176.
[5]Hatada T,et al.Study on dynamic analysis of structures with Maxwell model[C].Proceedings 9thJapan Earthquake Engineering Symposium,Tokyo,Japan,1994:1843-1848.
[6]Fujimoto M,Wada A,Kimura Y.Dynamic response analysis of reinforced concrete frame using a threeelement-Maxwell model[J].Journal of Structure and Construction Engineering Japan,1989,399:9-17.
[7]Meriovich L.Dynamics and Control of Structure[M].New Jersey:John Wiley&Sons,1990.
[8]王光远.应用分析动力学[M].北京:人民教育出版社,1981.
[9]Lin W-H,Chopra A K.Earthquake response of elastic SDF systems with non-linear fluid viscous dampers[J].Earthquake Engineering and Structural Dynamics,2002,31:1623-1642.
[10]Lin W-H,Chopra A K.Earthquake response of elastic SDF systems with non-linear VE dampers[J].Journal of Engineering Mechanics(ASCE),2003,129:597-605.
[11]Yamada K.Non-linear-Maxwell-element-type hysteretic control forces[J].Earthquake Engineering and Structural Dynamics,2000,29:545-554.
[12]Chopra A K.Dynamics of Structures:Theory and Applications to Earthquake Engineering[M].2nd ed.Prentice-Hall:Upper Saddle River,NJ,2001.
[13]Pekcan G,Mander J B,Chen S S.Fundamental considerations for the design of non-linear viscous dampers[J].Earthquake Engineering and Structural Dynamics,1999,28:1405-1425.
[14]Symans M D,Constantinou M C.Passive fluid viscous damping systems for seismic energy dissipation[J].Journal of Earthquake Technology,1998,35(4):185-206.
[15]Taylor Devices Seismic Dampers and Seismic Protection Products.http://www.taylordevices.com/tayd.htm.