全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...
工程力学  2014 

环境激励下结构模态参数识别方法综述

DOI: 10.6052/j.issn.1000-4750.2012.11.0873, PP. 46-53

Keywords: 环境激励,平稳激励,工作模态,模态识别,模态验证

Full-Text   Cite this paper   Add to My Lib

Abstract:

该文对环境激励下结构模态参数识别的16种常用算法进行了概括综述。该文将模态参数识别算法分类为时域、频域两类,并针对算法流程进一步地将时域方法分为一步法与两步法。在分类的基础上,阐述了算法的适用条件与基本流程,对其中一些重要算法的理论与实现过程进行了详细地讨论。最后,对结构模态识别中的模态验证方法进行了简要地论述。

References

[1]  Sohn H, Farrar C R, Hemez F M, et al. A review of structural health monitoring literature: 1996-2001 [M]. New Mexico, Los Alamos National Laboratory Los Alamos, 2004: 1―14.
[2]  Deraemaeker A, Worden K. New trends in vibration based structural health monitoring [M]. New York: Springer, 2010: 5―8.
[3]  Reynders E. System identification methods for (operational) modal analysis: review and comparison [J]. Archives of Computational Methods in Engineering, 2012, 19(1): 51―124.
[4]  吕中亮, 杨昌棋, 安培文, 等. 多点激励模态参数识别方法研究进展[J]. 振动与冲击, 2011, 30(1): 197―203.
[5]  Lü Zhongliang, Yang Changqi, An Peiwen, et al. Progress on modal parameter identification with multiple- excitation.[J]. Journal of Vibration and Shock, 2011, 30(1): 197―203. (in Chinese)
[6]  常虹, 窦立军, 殷琨. 基于环境激励的模态参数识别方法比较研究[J]. 长春工程学院学报: 自然科学版, 2009, 10(2): 10―12.
[7]  Chang Hong, Dou Lijun, Yin Kun. Comparative study of modal parameter identification methods on ambient excitation [J]. Journal of Changchun Institute of Technology (Natural Science Edition), 2009, 10(2): 10―12. (in Chinese)
[8]  续秀忠, 华宏星. 基于环境激励的模态参数辨识方法综述[J]. 振动与冲击, 2002, 21(3): 1―5.
[9]  Xiu Xuzhong, Hua Hongxing. Review of modal identification methods based on the ambient excitation [J]. Journal of Vibration and Shock, 2002, 21(3): 1―5. (in Chinese)
[10]  傅志方, 华宏星. 模态分析理论与应用[M]. 上海: 上海交通大学出版社, 2000: 207―211.
[11]  Fu Zhifang, Hua Hongxing. Theory and application of modal analysis [M]. Shanghai: Shanghai Jiao Tong University Press, 2000: 207―211. (in Chinese)
[12]  李德葆, 陆秋海. 实验模态分析及其应用[M]. 北京: 科学出版社, 2001: 181―184.
[13]  Li Debao, Lu Qiuhai. Experimental modal analysis and application [M]. Beijing: Science Press, 2001: 181―184. (in Chinese)
[14]  Ward Heylen. Modal analysis theory and testing [M]. Beijing: Institute of Technology Press, 2001. (in Chinese)
[15]  王济, 胡晓. MATLAB 在振动信号处理中的应用[M]. 北京: 中国水利水电出版社, 2006: 202―219.
[16]  Wang Ji, Hu Xiao. Application of MATLAB in vibration signal processing [M]. Beijing: China Water Conservancy and Electricity Press, 2006: 202―219. (in Chinese)
[17]  Prevosto M. Algorithmes d'identification des caractéristiques vibratoires de structures mécaniques complexes [D]. Rennes: INRIA de Rennes, Université de Rennes 1, 1982.
[18]  叶锡钧, 颜全胜, 王卫锋, 等. 基于多参考点稳定图的斜拉桥模态参数识别[J]. 华南理工大学学报: 自然科学版, 2011, 39(9): 41―47.
[19]  Ye Xijun, Yan Quansheng, Wang Weifeng, et al. Modal parameter identification of cable-stayed bridge based on multiple reference DOFs stabilization diagram [J]. Journal of South China University of Technology (Natural Science Edition), 2011, 39(9): 41―47. (in Chinese)
[20]  Brincker R, Ventura C, Andersen P. Damping estimation by frequency domain decomposition [C]// Proceedings of the 19th International Modal Analysis Conference (IMAC), San Antonio, Texas, Feb. 7-10, 2000: 698―703.
[21]  Ying H Q, Liu J M, Shen S. Precise output-only modal parameter identification from power spectrum [C]// Proceedings of the 24th International Modal Analysis Conference (IMAC), 2006: 477―483.
[22]  Van der Auweraer H, Guillaume P, Verboven P, et al. Application of a fast-stabilizing frequency domain parameter estimation method [J]. Journal of Dynamic Systems, Measurement, and Control, 2001, 123(4): 651―658.
[23]  Guillaume P, Hermans L, van der Auweraer H. Maximum likelihood identification of modal parameters from operational data [C]// Proceedings of the 17th International Modal Analysis Conference (IMAC17), Orlando, FL. Feb., 1999: 1887―1893.
[24]  Peeters B, Guillaume P, van der Auweraer H, et al. Automotive and aerospace applications of the polymax modal parameter estimation method [C]// Proceedings of IMAC, Dearborn(ML), USA, Jan., 2004: 26―29.
[25]  Akaike H. Power spectrum estimation through autoregressive model fitting [J]. Annals of the Institute of Statistical Mathematics, 1969, 21(1): 407―419.
[26]  James III G H, Carne T G, Lauffer J P. The natural excitation technique (NExT) for modal parameter extraction from operating structures [J]. The International Journal of Analytical and Experimental Modal Analysis, 1995, 10(4): 260―277.
[27]  Clarkson B, Mercer C. Use of cross-correlation in studying the response of lightly damped structures to random forces [J]. AZ4A Joumd, 1965, 3(12): 2287―2291.
[28]  He X, Moaveni B, Conte J, et al. Comparative study of system identification techniques applied to New Carquinez Bridge [C]// Proceedings of the International 3rd Conference on Bridge Maintenance, Safety and Management (IABMAS 2006), Porto, Portugal, 2006: 259―260.
[29]  Ibrahim S R, Mikulcik E. A method for the direct identification of vibration parameters from the free response [J]. The Shock and Vibration Bulletin, 1977, 47(4): 183―198.
[30]  Brown D, Allemang R, Zimmerman R, et al. Parameter estimation techniques for modal analysis [J]. Training, 1979, 2014(2): 10―30.
[31]  Vold H, Kundrat J, Rocklin G, et al. A multi-input modal estimation algorithm for mini-computers [M]. SAE Transactions, 1982, 91(2): 815―821.
[32]  Vold H, Rocklin G. The numerical implementation of a multi-input modal estimation method for mini-computers [C]// Proceedings of the International Modal Analysis Conference Proceedings, Orlando, FL, USA, 1982: 542―548.
[33]  Juang J N. Applied system identification (Book) [M]. Englewood Cliffs, NJ: PTR Prentice Hall, Inc, 1994: 121―169.
[34]  Juang J N, Pappa R S. An eigensystem realization algorithm for modal parameter identification and model reduction [J]. Journal of Guidance, 1985, 8(5): 620―627.
[35]  Cui D Y, Xin K G, Spencer B, et al. Decentralized NExT/ERA and RDT/ERA system identification in wireless smart sensor networks [J]. Applied Mechanics and Materials, 2012, 204(10): 4946―4951.
[36]  Caicedo J M, Dyke S J, Johnson E A. Natural excitation technique and eigensystem realization algorithm for phase I of the IASC-ASCE benchmark problem: Simulated data [J]. Journal of Engineering Mechanics, 2003, 130(1): 49―60.
[37]  纪晓东, 钱稼茹, 徐龙河. 模拟环境激励下结构模态参数识别试验研究[J]. 清华大学学报(自然科学版), 2006, 46(6): 769―772.
[38]  Ji Xiaodong, Qian Jiaru, Xu Longhe. Experimental study of modal parameter identification in a simulated ambient-excited structure [J]. Journal of Tsinghua University (Science and Technology), 2006, 46(6): 769―772. (in Chinese)
[39]  He X, Moaveni B, Conte J P, et al. System identification of alfred zampa memorial bridge using dynamic field test data [J]. Journal of Structural Engineering, 2009, 135(1): 54―66.
[40]  Huang N E, Shen Z, Long S R, et al. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis [J]. Proceedings of the Royal Society of London Series A: Mathematical, Physical and Engineering Sciences, 1998, 454(3): 903―995.
[41]  Xu Y, Chen S, Zhang R. Modal identification of Di Wang Building under typhoon York using the Hilbert-Huang transform method [J]. The Structural Design of Tall and Special Buildings, 2003, 12(1): 21―47.
[42]  张永利. HHT结合NExT法识别结构参数[J]. 工程抗震与加固改造, 2009, 31(5): 8―13.
[43]  Zhang Yongli. Identification of structural parameters based on HHT and NExT [J]. Earthquake Resistant Engineering and Retrofitting, 2009, 31(5): 8―13. (in Chinese)
[44]  祁泉泉. 基于振动信号的结构参数识别系统方法研究 [D]. 北京: 清华大学, 2010.
[45]  Qi Quanquan. Studies on methods for structural parameter identification system based on vibration signal [D]. Beiijing: Tsinghua Univsersity, 2010. (in Chinese)
[46]  秦世强, 蒲黔辉, 施洲. 环境激励下大型桥梁模态参数识别的一种方法[J]. 振动与冲击, 2012, 31(2): 95―100.
[47]  Qin Shiqiang, Pu Qianghui, Shi Zhou. A method of modal parameters identification using ambient vibration measurements for a large-scale bridge [J]. Journal of Vibration and Shock, 2012, 31(2): 95―100. (in Chinese)
[48]  Peeters B, de Roeck G, Pollet T, et al. Stochastic subspace techniques applied to parameter identification of civil engineering structures [C]// Proceedings of the International Conference MV2. Lyon, France, 1995: 151―162.
[49]  Ewins D. Modal testing: Theory and practice [M]. New York: Research Studies Press Ltd, 1984: 224―225.
[50]  Juang J, Pappa R. An eigensystem realization algorithm (ERA) for modal parameter identification and model reduction [J]. Journal of Guidance, 1985, 8(5): 620―627.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133