Qiu F, Li W, Pan P,et al. Experimental tests on reinforced concrete columns under biaxial quasi-static loading[J]. Engineering Structures, 2002, 24(4):419-428.
[2]
Lu X, Zhou Y, Lu W, et al. Shaking table model test on shanghai world financial center tower[J]. Earthquake Engineering and Structural Dynamics, 2007, 36:439-457.
[3]
Xiao Y, Hu Q, Guo Y, et al. Network platform for remote structural testing and shared use of laboratories[J]. Progress in Natural Science, 2005, 15(12):1135-1142.
[4]
吴 斌, 保海娥. 实时子结构实验Chang算法的稳定性和精度[J]. 地震工程与工程振动, 2006, 26(2):41-48. WU Bin, BAO Haie. Stability and accuracy of Chang algorithm for real-time substructure testing[J]. Earthquake Engineering and Engineering Dynamics, 2006, 26(2):41-48.(in Chinese)
[5]
Wu B, Bao H, Ou J,et al. Stability and accuracy analysis of central difference method for real-time substructure testing[J]. Earthquake Engineering and Structural Dynamics, 2005, 34:705-718.
[6]
Wu B, Xu G, Wang Q,et al. Operator-splitting method for real-time substructure testing[J]. Earthquake Engineering and Structural Dynamics, 2006, 35(3):293-314.
[7]
Shing P B, Mahin S A. Rate of loading effects on pseudo dynamic test[J]. Journal of structural engineering, 1988, 114(11):2403-2420.
[8]
田石柱, 赵 桐, 赵雪峰. 位移保护下力―控制拟动力试验方法的原理[J]. 地震工程与工程振动, 2002, 22(3):33-37. TIAN Shizhu,ZHAO Tong, ZHAO Xuefeng. Force-displacement com pound control method for pseudo-dynamic test[J]. Earthquake Engineering and Engineering Dynamics, 2002, 22(3):33-37.(in Chinese)
[9]
Wu B, Wang Q, Shing P B, et al. Equivalent force control method for generalized real-time substructure testing with implicit integration[J]. Earthquake Engineering and Structural Dynamics, 2007, 36:1127-1149.
[10]
Wu B, Xu G S, Shing P B. Equivalent force control method for real-time testing of nonlinear structures[J]. Journal of Earthquake Engineering, 2011, 15(1):143-164.
[11]
Wu B, Xu G S, Li Y, et al. Performance and application of equivalent force control method for real-time substructure testing[J]. Journal of Engineering Mechanics (ASCE), 2012, 138(11):1303-1316.
[12]
许国山, 吴 斌. 采用比例-积分控制的实时子结构试验等效力控制方法[J]. 工程力学, 2009, 26(9):251-256. XU Guoshan, WU Bin. Equivalent force control method with proportional-integral controller for real-time substructure testing[J]. Engineering Mechanics, 2009, 26(9):251-256.(in Chinese)
[13]
Modi V J, Sun J L C, Shupe L S, et al. Nutation damping of wind induced instabilities[C]//Proceedings of the 4th Colloquium on Industrial Aerodynamics.Aachen Germany, 1980:270-282.
[14]
霍林生, 李宏男. 调液阻尼器对偏心结构扭转耦联振动控制的研究[J]. 工程力学, 2010, 27(1):84-90. HUO Linsheng , LI Hongnan. Torsionally coupled vibration control of eccentric buildings using tuned liquid dampers[J]. Engineering Mechanics, 2010, 27(1):84-90.(in Chinese)
[15]
周惠蒙, 吴 斌. TLD振动台子结构实验的数值仿真分析[J]. 震灾防御技术, 2010, 5(1):9-19. ZHOU Huimeng, WU Bin. Numerical simulation of substructure shaking table test with tuned liquid damper[J]. Technology for Earthquake Disaster Prevention, 2010, 5(1):9-19.(in Chinese)