朱 昆.高阻尼橡胶支座力学性能及其隔震效果分析研究[D].武汉:华中科技大学, 2009. ZHU Kun.Study of mechanical properties and isolation effect analysis of high damping rubber bearings[D].Wuhan:Huazhong University of Science and Technology, 2009.(in Chinese)
[2]
Ozdemir, H.Nonlinear transient dynamic analysis of yielding structures.[D]. Berkeley, Calif: University of California, Berkeley, 1973.
[3]
GB 50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社, 2010. GB 50011-2010 Code for Seismic Design of Buildings[S].Beijing:China Building Industry Press, 2010.(in Chinese)
[4]
Buckle I, Nagarajaiah S, Ferrell K. Stability of elastomeric isolation bearings: experimental study[J]. Journal of Structural Engineering, 2002. 128(1): 3-11.
[5]
Kelly J M. Earthquake-resistant design with rubber[M]. London: Springer-Verlag, 1997.
[6]
Ryan K, Kelly J, Chopra A. Nonlinear model for lead-rubber bearingsIncluding axial-load effects[J]. Journal of Engineering Mechanics, 2005. 131(12): 1270-1278.
[7]
Ryan K L.Estimating the seismic response of base-isolated buildings including torsion, rocking, and axial-load[D].America:University of California.Berkeley, 2004.
[8]
Skinner R I, Robinson W H, McVerry G H.工程隔震概论[M].北京:地震出版社, 1996. Skinner RI, Robinson WH, McVerry G H.An introduction to seismic isolation[M].Beijing:Seismdogical Press, 1996.(in Chinese)
[9]
Kikuchi M, Aiken I D. An analytical hysteresis model for elastomeric seismic isolation bearings[J]. Earthquake Engineering & Structural Dynamics, 1997, 26(2): 215-231.
[10]
Tsai C S, et al. An advanced analytical model for high damping rubber bearings[J]. Earthquake Engineering & Structural Dynamics, 2003. 32(9): 1373-1387.