引文
[1]沈德建,吕西林.地震模拟振动台及模型试验研究进展[J].结构工程师,2006,22(6):55-58.SHEN De-jian,L Xi-lin.Research advances onsimulating earthquake shaking tables and model test[J].Structural Engineers,2006,22(6):55-58.
[2]王燕华,程文滚,陆飞,等.地震模拟振动台的发展[J].工程抗震与加固改造,2007,29(5):53-56.WANG Yan-hua,CHENG Wen-gun,LU Fei,et al.Development of the shaking table[J].EarthquakeResistant Engineering and Retrofitting,2007,29(5):53-56.
[3]Han J W,Li Y,Hu B.Three dimensional large scaleearthquake simulator with six degrees of freedom[J].Acta Seismologica Sinica,1998,11(3):387-390.
[4]Ottaviano E,Ceccarelli M.Application of a 3-DOFparallel manipulator for earthquake simulations[J].IEEE/ASME Transactions on Mechatronics,2006,11(2):241-246.
[5]Nobuyuki O,Koichi K,Masayoshi S.Introductionof E-defense project with recent progress(a 3-D full-scale earthquake testing facility under construction)[C]//2004 ASME/JSME Pressure Vessels and PipingConference.San Diego,CA,United States:Ameri-can Society of Mechanical Engineers,2004:181-186.
[6]Ceccarelli M,Ottaviano E,Galvagno M.A 3-DOFparallel manipulator as earthquake motion simulator[C]//Seventh International Conference on Control,Automation,Robotics and Vision(ICARCV’OZ).Singapore:Nanyang Technological University,2002:944-949.
[7]Nobuyuki O,Keiichi O,Tsuneo K,et al.Construc-tion of a three-dimensional,large-scale shaking tableand development of core technology[J].Philosophi-cal Transactions of the Royal Society A:Mathematical,Physical and Engineering Sciences,2001,359:1725-1751.
[8]Dasgupta B,Choudhury P.A general strategy basedon the Newton-Euler approach for the dynamic for-mulation of parallel manipulators[J].Mechanism andMachine Theory,1999,34(6):801-824.
[9]Dasgupta B,Mruthyunjaya T.Closed-form dynamicequations of the general Stewart platform through theNewton-Euler approach[J].Mechanism and MachineTheory,1998,33(7):993-1012.
[10]Liu K,Fitzgerald M,Dawson D M,et al.Modelingand control of a Stewart platform manipulator[J].ASME DSC,Control of Systems with Inexact DynamicModels,1991,33:83-89.
[11]刘敏杰,田涌涛,李从心.并联机器人动力学的子结构Kane方法[J].上海交通大学学报,2001,35(7):1032-1035.LIU Min-jie,TIAN Yong-tao,LI Cong-xin.Dynam-ics of parallel manipulator using sub-structure Kanemethod[J].Journal of Shanghai Jiaotong University,2001,35(7):1032-1035.
[12]李兵,王知行,李建生.基于凯恩方程的新型并联机床动力学研究[J].机械科学与技术,1999,18(1):41-43.LI Bing,WANG Zhi-xing,LI Jian-sheng.Study ofnew type parallel machine tool dynamics based onKane equation[J].Mechanical Science and Technolo-gy,1999,18(1):41-43.
[13]张国伟,宋伟刚.并联机器人动力学问题的Kane方法[J].系统仿真学报,2004,16(7):1386-1391.ZHANG Guo-wei,SONG Wei-gang.A Kane formu-lation for the inverse dynamic of Stewart platformmanipulator[J].Acta Simulata Systematica Sinica,2004,16(7):1386-1391.
[14]孔令富,张世辉,肖文辉,等.基于牛顿-欧拉方法的6-PUS并联机构刚体动力学模型[J].机器人,2004,26(5):395-399.KONG Ling-fu,ZHANG Shi-hui,XIAO Wen-hui,et al.Rigid body dynamics model of the 6-PUS paral-lel mechanism based on Newton-Euler method[J].Robot,2004,26(5):395-399.
[15]Codourey A.Dynamic modeling of parallel robots forcomputed-torque control implementation[J].TheInternational Journal of Robotics Research,1998,17(12):13-25.
[16]李为民,高峰.新型并联冗余驱动地震模拟台[J].机械设计,2004,21(3):22-24.LI Wei-min,GAO Feng.A new kind of parallelearthquake simulation platform with redundance actu-ation[J].Journal of Machine Design,2004,21(3):22-24.