1Michel Bruneau,Niandi Wang.Some aspects of energy methods for the inelastic seismic response of ductile SDOF structures[ J].Engineering Structures,1996,18(1):1-12.
2T T Song,G F Dargush.Passive Energy Dissipation Systems in Structural Engineering[ M].USA:JHON WILEY & SONS,1997.
6Housner G W. Limit design of structures to resist earthquake[A]. Proceeding of First World Conference on Earthquake Engineering[C]. Berkeley: Earthquake Engineering Research Institute, 1956.1-11.
7Zahrah T F, Hall W J. Earthquake energy absorption in SDOF structure[J]. Journal of Structural Engineering, 1984,110(8):1 757-1 772.
8Uang C M, Bertero V V. Evaluation of seismic energy in structures[J]. Earthquake Engineering and Structure Dynamics,1990,19(1):77-90.
3J. G. PARK H, Otsuka. Optimal Yield Level of Bilinear Seismic Isolation Devices[J]. Earthquake Engineering and Structural Dynamics, 1999,28 (9): 941-955.
4GORDON P W, ANDREW S W, MICHAEL C C. Vertical Stiffness of Elastomeric and Lead-Rubber Seismic Isolation Bearings[ J ]. Journal of Structural Engineering, ASCE ,2007, 133(9) :1227-1236.