Lü Xilin. Seismic theory and application of complex high-rise structures [M]. Beijing: Science Press, 2007: 1―200. (in Chinese)
[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.
[4]
GB 50011-2010, Code for seismic design of buildings [S]. Beijing: China Architecture Industry Press, 2010. (in Chinese)
[5]
European standard EN1998-1, Eurocode 8: design of structures for earthquake resistance. Part 1: general rules, seismic action and rules for buildings [S]. European Committee for Standardization, Brussels, 2005.
[6]
Villaverde R. Seismic design of secondary structures: state of the art [J]. Journal of structural engineering, 1997, 123(8): 1011―1019.
[7]
Chen G, Soong T T. Exact solutions to a class of structure-equipment systems [J]. Journal of Engineering Mechanics, 1996, 122(11): 1093―1100.
Liu Xin, Liu Weiqing, Miao Qisong, Wang Shuguang, Du Dongsheng. Experimental study on aseismic performance of the substructure of isolated masonry with added storey after stiffness degeneration [J]. Engineering Mechanics, 2013, 30(9): 117―124. (in Chinese)
[10]
Ji X, Hikino T, Kasai K, et al. Damping identification of a full‐scale passively controlled five-story steel building structure [J]. Earthquake Engineering and Structural Dynamics, 2013, 42(2): 277―295.
Lü Xilin, Zhang Jie. Damping behavior of vertical structures with upper steel and lower concrete components [J]. China Civil Engineering Journal, 2012, 45(3): 10―16. (in Chinese)
[13]
Charney F A, McNamara R J. Comparison of methods for computing equivalent viscous damping ratios of structures with added viscous damping [J]. Journal of Structural Engineering, 2008, 134(1): 32―44.
[14]
Foss K A. Coordinates which uncouple the equations of motion of damped linear dynamic systems [J]. ASME Journal of Applied Mechanics, 1956, 25(5): 361―364.
[15]
Papageorgiou A V, Gantes C J. Equivalent modal damping ratios for concrete/steel mixed structures [J]. Computers and Structures, 2010, 88(19): 1124―1136.
[16]
Huang B C, Leung A Y T, Lam K M, et al. Analytical determination of equivalent modal damping ratios of a composite tower in wind-induced vibrations [J]. Computers and Structures, 1996, 59(2): 311―316.
[17]
Papageorgiou A V, Gantes C J. Equivalent uniform damping ratios for linear irregularly damped concrete/ steel mixed structures [J]. Soil Dynamics and Earthquake Engineering, 2011, 31(3): 418―430.
[18]
Clough R W, Mojtahedi S. Earthquake response analysis considering non‐proportional damping [J]. Earthquake Engineering and Structural Dynamics, 1976, 4(5): 489―496.
[19]
Cronin D L. Approximation for determining harmonically excited response of non-classically damped systems [J]. ASME Journal of Engineering for Industry, 1976, 1(5): 43―47.
[20]
Morzfeld M, Ma F, Ajavakom N. On the decoupling approximation in damped linear systems [J]. Journal of Vibration and Control, 2008, 14(12): 1869―1884.
Gui Guoqing, He Yu’ao. Study on errors of approximate decoupling analysis for non-proportionally damped structural systems [J]. Engineering Mechanics, 1994, 11(4): 40―45. (in Chinese)
[23]
Clough R W, Penzien J. Dynamics of structures [M]. USA: Computers and Structures. Inc, 2003: 100―245.
[24]
Chopra A K. Dynamics of structures, 3/E [M]. USA: Pearson Education India, 2007: 334―345.
[25]
Ma F, Imam A, Morzfeld M. The decoupling of damped linear systems in oscillatory free vibration [J]. Journal of Sound and Vibration, 2009, 324(1): 408―428.
Pan Danguang. An optimization solution for rayleigh damping coefficients in seismic response analysis [J]. Engineering Mechanics, 2013, 30(11): 15―20. (in Chinese)
