Optimization analysis and experimental study of preconditioned least square QR-factorization for moving force identification

被引:0
|
作者
Chen Z. [1 ,2 ]
Wang Z. [1 ]
Yu L. [2 ]
Shao W.-D. [1 ]
机构
[1] School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou
[2] Key Laboratory of Disaster Forecast and Control in Engineering of Ministry of Education, Jinan University, Guangzhou
关键词
Bridge; Moving force identification; Optimization analysis; Preconditioned least square QR-factorization; Time domain method;
D O I
10.16385/j.cnki.issn.1004-4523.2018.04.001
中图分类号
学科分类号
摘要
Based on the theory of moving force identification in time domain, a preconditioned least square QR-factorization (PLSQR) algorithm is developed to overcome the typical ill-posed problem existing in inverse problems. A comprehensive numerical simulation is set up based on a beam model with biaxial time-varying forces to evaluate PLSQR by comparing this technique with the conventional counterpart SVD embedded in the time domain method (TDM). Investigations show that the PLSQR has higher precision, more noise immunity and less sensitive to perturbations with the ill-posed problems compared with TDM. By combining the improved Gram-Schmidt with iterative orthogonalization, iterative optimization analysis of PLSQR is carried out. Results indicate that the improved PLSQR(i-PLSQR) can more quickly and effectively identify the moving load on bridge without sacrificing the identification accuracy compared with the PLSQR, and the average optimal numbers of iterations reduce by at least two thirds in eight cases with three noise levels. The experimental results show that the identified force obtained from the i-PLSQR is very close to the true force and the identification accuracy is significantly higher than traditional TDM, which can be applied to the field moving force identification. The study results have important reference for the research of inverse problems identification of structural dynamics. © 2018, Nanjing Univ. of Aeronautics an Astronautics. All right reserved.
引用
收藏
页码:545 / 552
页数:7
相关论文
共 17 条
  • [1] Law S.S., Chan T.H.T., Zeng Q.H., Moving force identification: a time domain method, Journal of Sound and Vibration, 201, 1, pp. 1-22, (1997)
  • [2] Law S.S., Chan T.H.T., Zeng Q.H., Moving force identification: a frequency-time domain method, Journal of Dynamic System, Measure Control, 121, pp. 394-401, (1999)
  • [3] Yu L., Zhu J.-H., Chen M.-Z., Et al., Moving force identification based on method of moments, Journal of Vibration Engineering, 19, 4, pp. 509-513, (2006)
  • [4] Chan T.H.T., Ashebo D.B., Theoretical study of moving force identification on continuous bridges, Journal of Sound and Vibration, 295, pp. 870-883, (2006)
  • [5] Deng L., Cai C.S., Identification of dynamic vehicular axle loads: theory and simulations, Journal of Vibration and Control, 16, 14, pp. 2167-2194, (2010)
  • [6] Liu J., Sun X.S., Han X., A novel computational inverse technique for load identification using the shape function method of moving least square fitting, Computers and Structures, 144, pp. 127-137, (2014)
  • [7] Yu L., Chan T.H.T., Zhu J.H., A MOM-based algorithm for moving force identification: Part I-theory and numerical simulation, Structural Engineering and Mechanics, 29, 2, pp. 135-154, (2008)
  • [8] Chen Z., Chan T.H.T., A truncated generalized singular value decomposition algorithm for moving force identification with ill-posed problems, Journal of Sound and Vibration, 401, pp. 297-310, (2017)
  • [9] Pan C.D., Yu L., Liu H.L., Et al., Moving force identification based on redundant concatenated dictionary and weighted l<sub>1</sub>-norm regularization, Mechanical Systems and Signal Processing, 98, pp. 32-49, (2018)
  • [10] Li Z., Feng Z.P., Chu F.L., A load identification method based on wavelet multi-resolution analysis, Journal of Sound and Vibration, 333, pp. 381-391, (2014)