期刊文献+

输入信息不完备下预报-校正类识别法探讨 被引量:2

Prediction-correction identification method with incomplete input information
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摘要 输入信息测试不完备是结构动力测试中常遇到的问题,本文在回顾这方面文献的基础上,重点对预报-校正迭代算法进行了研究,针对该算法提出的第一类迭代过程,分别从部分输入未知和全部输入未知两方面进行讨论,从理论分析和数值算例说明了该迭代算法存在的不足,证明了学者们长期以来对该算法提出的疑问。 In this paper, structural system identification with incomplete input information is studied. On the basis of study of the existed methods for multiple inversion, prediction-correction iterative approaches for input and system identification are further studied. Because this class of methods were not proved theoretically, they have been doubted all the time, this paper put emphases on one iterative approach for multiple inversion, and the other method for multiple inversion with unknown ground motion is studied in another paper. From theory analysis and numerical examples, it can be seen: this method has the same applicable condition as Compensation Method when the iterative produce is convergent. And a new two-step method for multi-inversion is proposed.
出处 《振动工程学报》 EI CSCD 北大核心 2006年第3期336-340,共5页 Journal of Vibration Engineering
基金 国家自然科学基金资助(50578032) 辽宁省自然科学基金资助(20022130)
关键词 结构识别 系统识别 参数识别 复合反演 未知输入 structure identification system identification parameter identification multiple inversion unknown input
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  • 1钟万勰.结构动力方程的精细时程积分法[J].大连理工大学学报,1994,34(2):131-136. 被引量:508
  • 2张方,朱德懋.基于广义正交域的一种动载荷识别方法研究[J].南京航空航天大学学报,1996,28(6):755-760. 被引量:17
  • 3刘家琦.数学物理方程反问题的分类及不适定问题求解[J].应用数学与计算数学,1983,44:30-64.
  • 4顾家扬 宗美珍.地面环境随机激励下大型建筑物系统识别和参数识别[J].振动与冲击,1989,18(2):19-27.
  • 5李杰 陈隽.高层建筑结构动力复合反演问题研究.力学2000会议论文集[M].,2000..
  • 6李杰,随机结构系统分析与建模,1996年
  • 7Wang D,ASCE J EM,1994年,120卷,1期,159页
  • 8胡聿贤,地震工程与工程振动,1981年,1期
  • 9谢君斐,地震工程与工程振动,1981年,2期
  • 10李杰,计算结构力学及其应用

共引文献85

同被引文献13

  • 1钟万勰,吴志刚,高强.广义卡尔曼-布西滤波算法识别系统参数[J].动力学与控制学报,2004,2(1):1-7. 被引量:2
  • 2李向阳,程春田,武新宇,林剑艺.水文模型模糊多目标SCE-UA参数优选方法研究[J].中国工程科学,2007,9(3):52-57. 被引量:19
  • 3Yang J,Pan S,Lin S.Least-squares estimation with unknown excitations for damage identification of structures[J].Journal of Engineering Mechanics,2007,133(1):12-21.
  • 4Li S,Suzuki Y,Noori M.Identification of hysteretic systems with slip using bootstrap filter[J].Mechanical Systems and Signal Processing,2004,18(4):781-795.
  • 5Perry M,Koh C,Choo Y.Modified genetic algorithm strategy for structural identification[J].Computers & Structures,2006,84(8-9):529-540.
  • 6Franco G,Betti R,Lus H.Identification of structural systems using an evolutionary strategy[J].Journal of Engineering Mechanics,2004,130(10):1 125-1 139.
  • 7Levin R,Lieven N.Dynamic finite element model updating using simulated annealing and genetic algorithm[J].Mechanical Systems and Signal Processing,1998,12(1):91-120.
  • 8Duan Q,Gupta V K,Sorooshian S.Effective and efficient global optimization for conceptual rainfall-runoff models[J].Water Resources Research,1992,28 (4):1 015-1 031.
  • 9Boyle D P,Gupta H V,Sorooshian S.Toward improved calibration of hydrologic models:combining the strengths of manual and automatic methods[J].Water Resources Research,2000,36 (12):3 663-3 674.
  • 10Duan Q,Sorooshian S,Gupta V K.Optimal use of the SCE-UA global optimization method for calibrating watershed models[J].Journal of Hydrology,1994,158:265-284.

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