引文
[1]邱法维,潘鹏,宋贻焱,等.结构多维拟静力加载实验方法及控制[J].土木工程学报,2001,34(2):32-38.
[2]周强,吕西林.组合耗能系统的振动台试验与分析[J].振动工程学报,2002,15(3):305-310.
[3]郭玉荣,张国伟,肖岩,等.单自由度结构远程分析及拟动力试验平台[J].湖南大学学报,2006,33(2):18-21.
[4]Nakashima M,Kato H,Takaoka E.Development of real-timepseudodynamic testing[J].Earthquake Engineering andStructural Dynamics,1992,21:779-792.
[5]李进,王焕定,张永山,等.高阶单步实时动力子结构试验技术研究[J].地震工程与工程振动,2005,25(1):97-101.
[6]Chi F D,Wang J T,Jin F.Delay-dependent stability andadded damping of SDOF real-time dynamic hybrid testing[J].Earthquake engineering and engineering vibration,2010,9(3):425-438.
[7]Wagg D J,Stoten D P.Substructuring of dynamical systemsvia the adaptive minimal control synthesis algorithm[J].Earthquake Engineering and Structural Dynamics,2001,30(6):865-877.
[8]Jung R Y,Shing P B,Stauffer E,et al.Performance of areal-time pseudo dynamic test system considering nonlinearstructural response[J].Earthquake Engineering andStructural Dynamics,2007,36(12):1785-1809.
[9]Wu B,Bao H,Ou J,et al.Stability and accuracy analysis ofcentral difference method for real-time substructure testing[J].Earthquake Engineering and Structural Dynamics,2005,34(7):705-718.
[10]Thewalt C R,Mahin S A.An unconditionally stable hybridpseudodynamic algorithm[J].Earthquake Engineering andStructural Dynamics,1995,24(5):723-731.
[11]奚彩亚.实时子结构实验的混合控制方法[D].哈尔滨:哈尔滨工业大学,2005:9-55.
[12]Wu B,Wang Q,Shing P B,et al.Equivalent force controlmethod for generalized real-time substructure testing withimplicite integration[J].Earthquake Engineering andStructural Dynamics,2007,36(9):1127-1149.
[13]许国山,吴斌.弹性试件的实时子结构试验等效力控制方法[J].振动与冲击,2010,29(5):101-105.
[14]丁勇.实时子结构实验的混合控制方法[D].哈尔滨:哈尔滨工业大学,2008:19-28.
[15]Yang J N,Wu J C,Agrawal A K.Sliding mode control fornonlinear and hysteretic structures[J].Journal ofEngineering Mechanics,1995,121(12):1330-1339.
[16]王向英,吴斌,王倩颖.实时子结构实验的滑动模态控制[J].工程力学,2007,24(6):174-179.
[17]Yang T Y,Schellenberg A.Advance implementation ofnonlinear control algorithms for shaking table tests[C]//Proceedings of the 9th U.S.National and 10th CanadianConference on Earthquake Engineering.Toronto:TsunamiSociety International,2010,1108.
[18]Kim S B,Spencer B F,Yun C B.Frequency domainidentification of multi-input,multi-output systems consideringphysical relationships between measured variables[J].Journal of Engineering Mechanics,2005,131(5):461-472.
[19]Ogata K.Modern control engineering,(fourth edition)[M].Upper Saddle River:Pearson Education,2002,843-855.
[20]欧进萍.结构振动控制-主动、半主动和智能控制[M].北京:科学出版社,2003.71-75.
[21]李妍.防屈曲支撑的抗震性能及子结构试验方法[D].哈尔滨:哈尔滨工业大学,2007:20-45.
[22]Horiuchi T,Inoue M,Konno T,et al.Real-time hybridexperimental system with actuator delay compensation and itsapplication to a piping system with energy absorber[J].Earthquake Engineering and Structural Dynamics,1999,28:1121-1141.