期刊文献+

地震模拟振动台三参量控制算法超调修正 被引量:11

Overshoot modification of shaking table TVC algorithm
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摘要 针对地震模拟振动台三参量控制算法中存在超调量过大的问题,提出了离线时域修正算法:通过时域内微分方程求解得出超调量存在的原因,进而从直接消除暂态分量出发,以三角函数、傅里叶变换为工具,提出了任意输入下超调量的修正方法,仿真结果表明该方法大大降低了超调量,减小了在线计算量。同时,通过三参量在地震模拟振动台控制系统中的应用仿真得出:修正后的三参量在降低超调的同时未产生任何不利影响,能很好的应用于地震模拟振动台系统控制。 Time-domain off-line modification algorithm was proposed to reduce the overshoot of shaking table TVC Algorithm.The cause of overshoot was found by solving differential equations of TVC in time domain.Then,for the purpose of eliminating the transient component,the overshoot modification method was acquired for arbitrary input function using trigonometric function and Fourier transformation.The simulation results with MATLAB showed that not only the overshoot but also the computational complexity can be reduced greatly.At the same time,the simulation results of the shaking table control also indicated that the modified TVC can reduce the overshoot and have no adverse effect,it can be applied in shaking table system control very well.
出处 《振动与冲击》 EI CSCD 北大核心 2010年第10期211-215,共5页 Journal of Vibration and Shock
基金 国家自然科学基金重大研究计划(90715010) 北京工业大学研究生科技基金资助课题(bcx-2009-033)
关键词 三参量控制 超调量 时域离线修正 地震模拟振动台 three-variable control(TVC) overshoot time-domain off-line modification shaking table
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参考文献10

  • 1黄浩华.地震模拟振动台发展情况介绍.世界地震工程,1985,(1):47-51.
  • 2方重.模拟地震振动台的近况及其发展[J].世界地震工程,1999,15(2):89-91. 被引量:20
  • 3王燕华,程文瀼,陆飞,陈忠范.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. 被引量:42
  • 4Stoten D P, Shimizu N. The feed forward minimal control synthesis algorithm and its application to the control of shakingtables [ J]. Journal of Systems and Control Engineering, 2007, 221 ( 13 ) : 423 - 444.
  • 5Tagawa Y, Kajiwara K. Controller development for the E-Defense shaking table [ J]. Proceedings of the institution of mechanical engineers part I -Journal of Systems and Control engineering, 2007, 221 (12) : 171 - 181.
  • 6Shortreed J S, Seible F, Benzoni G. Simulation issues with a real-time, full-scale seismic testing system [ J ]. Journal of Earthquake Engineering, 2002,6 ( Sp. Iss. S1 ) : 185 - 201.
  • 7Stoten D P, Gomez E G. Recent application Results of adaptive control on multi-axis shaking tables [ A ]. Seismic Design Practice into the Next Century-Research and Application [ C ], 1998:381 - 387.
  • 8Kajii S, Yasuda C, Maekawa A, et al. Development of numerical dynamic simulators for a big size shaking table[J]. American Society of Mechanical Engineers, Pressure Vessels and Piping Division ( Publication ) PVP, 2001, 428 ( 1 ) : 241 - 245.
  • 9Ammanagi S, Poornima V, Sera A, et al. Development of a digitally-controlled three-axis earthquake shake table[J].Current Science, 2006, 91 (2) : 190 - 203.
  • 10克拉夫 彭津著 王光远译.结构动力学[M].北京:科学出版社,1981..

二级参考文献15

  • 1胡宝生.我国自行研制的第一个大型三向地震模拟振动台[J].世界地震工程,1995,11(4):44-46. 被引量:4
  • 2王进廷,金峰,张楚汉.结构抗震试验方法的发展[J].地震工程与工程振动,2005,25(4):37-43. 被引量:36
  • 3黄浩华.电液伺服系统在地震工程研究中的应用[J].测控技术,1996,15(4):32-33. 被引量:25
  • 4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. 被引量:52
  • 5邱法维 钱稼茹 陈志鹏.结构抗震实验方法[M].北京:科学出版社,1999..
  • 6Williams M S, Blakeborough A. Laboratory testing of structures under dynamic loads: an introductory: review. 2001-journals. royalsoc, ac. uk.
  • 7黄浩华.地震模拟振动台的发展情况介绍.世界地震工程,1986,.
  • 8Nobuyuki Ogawa, Keiichi Ohtani, Tsuneo Katayama, Heki Shibata. Construction of a three-dimensional, large-scale shaking table and development of core technology [ A ]. Philosophical Transactions of the Royal Society A : Mathematical, Physical and Engineering Sciences.
  • 9Clarke D W. PID algorithms and their computer implementation [ J]. Trans. Instn. of Measurement and Control, London, 1984, 6(6) :305-316.
  • 10Clarke D W, and Hinton C J. Adaptive control of materialstesting machines [ J]. Automatica, Oxford, U. K., 1997, 33(6): 1119-1131.

共引文献68

同被引文献52

  • 1李桂荣,王国荣,郭恩栋.通信系统抗震性能分析[J].世界地震工程,2005,21(3):94-96. 被引量:7
  • 2王进廷,金峰,张楚汉.结构抗震试验方法的发展[J].地震工程与工程振动,2005,25(4):37-43. 被引量:36
  • 3黄浩华.电液伺服系统在地震工程研究中的应用[J].测控技术,1996,15(4):32-33. 被引量:25
  • 4韩俊伟,胡宝生,周明东,于丽明.地震模拟振动台初始状态调节和控制参数的匹配[J].地震工程与工程振动,1997,17(1):115-120. 被引量:4
  • 5丛大成,何景峰,韩俊伟.地震模拟试验台数字控制系统研究[J].仪器仪表学报,2009,30(6):480-484.
  • 6Kuehn J, Epp D, Patten W N. High-fidelity control of a seismic shake table[J]. Earthquake Engineering g Structural Dynamics, 1999, 28(11) : 1 235--1 254.
  • 7范顺成,2010.地震模拟振动台状态控制参数配置的研究.天津:Scientific Research Publishing.USA.
  • 8杨志东,2009.液压振动台振动环境模拟的控制技术研究.哈尔滨:哈尔滨工业大学.
  • 9Stoten D.P.,Shimizu N.,2007.The feedforward minimal control synthesis algorithm and its application to the control of shaking-tables.Proceedings of the Institution of Mechanical Engineers,Part Ⅰ.Journal of Systems and Control Engineering,221 (3):423-444.
  • 10Yang Xu,Hongxing Hua,Junwei Han.Modeling and controller design of a shaking table in an active structural control system[J].Mechanical Systems and Signal Processing.2008(8)

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