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模态辨识中随机减量技术的实用改进 被引量:2

Practical Improvement of the Random Decrement Technique in Modal Identification
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摘要 针对模态辨识实践中的随机减量加速度特征信号奇异值问题和结构实模态提取问题,提出相应的特征信号截断方法和最小距离法,改善结构模态辨识效果。首先,分析随机减量加速度特征信号的奇异值产生原因,提出特征信号截断方法,用于后续Ibrahim时域处理;其次,通过优化模型建立最小距离法的计算公式,便于从辨识所得复模态中提取结构实模态;最后,通过数值算例和结构模型实验,验证所提方法的可行性。结果表明:随机减量加速度特征信号的有效截断比例可取为1/200~1/50;最小距离法适用于各种类型响应下的结构实模态提取,抗噪能力强。 In view of the singular value problem of acceleration random decrement(RD)signature and the extraction problem of structural real mode shapes in the practice of modal identification,a corresponding signature truncation method and a minimum distance method are proposed to improve the modal identification effect.Firstly,the reason of the singular value of acceleration RD signature is analyzed,and the signature truncation method is proposed for the subsequent processing with the Ibrahim time domain technology.Then,by using an optimization model,the computation formula of the minimum distance method is established to facilitate the extraction of structural real mode shapes from the identified complex mode shapes.Finally,the numerical example and model experiment are applied to verify the feasibility of the proposed methods.The results show that a rational value of the truncation ratio for the acceleration RD signature would be 1/200~1/50,and the minimum distance method is applicable with high noise resistance for extracting real mode shapes under all kinds of responses.
作者 陈太聪 沈文杰 CHEN Taicong;SHEN Wenjie(State Key Laboratory of Subtropical Building Science,South China University of Technology Guangzhou,510641,China;School of Civil Engineering and Transportation,South China University of Technology Guangzhou,510641,China)
出处 《振动.测试与诊断》 EI CSCD 北大核心 2019年第6期1153-1159,1355,共8页 Journal of Vibration,Measurement & Diagnosis
基金 广西科学研究与技术开发计划资助项目(1298011-1) 国家重点实验室资助项目(2017KB13)
关键词 模态识别 随机减量 复模态 实模态 Ibrahim时域方法 modal identification random decrement complex mode shape real mode shape Ibrahim time domain method
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  • 1王利恒,周锡元,阎维明.用锤击试验反应最大值监测钢筋混凝土简支桥梁结构损伤程度的试验研究[J].振动与冲击,2006,25(1):90-94. 被引量:13
  • 2周勇军,贺拴海,宋一凡,赵小星,杨昀.基于锤击法的弯连续刚构模型桥动力试验[J].振动.测试与诊断,2007,27(3):212-215. 被引量:10
  • 3Davenport A G. The response of tension structures toturbulent wind: the role of aerodynamic damping[C]// Proceedings of First International Oleg KerenskyMemorial Conference on Tension Structures. London:American Society of Civil Engineers, 1988 : 20-22.
  • 4Momomura Y,Marukawa H,Okamura T, et al. Full-scale measurements of wind-induced vibration of atransmission line system in a mountainous area[J].Journal of Wind Engineering and Industrial Aerody-namics, 1997 ,72 (1): 241-252.
  • 5Maeda J, Morimoto Y,Ishida N,et al. Aero-dynamicdamping properties of a high-voltage transmission tow-er[C] // Proceedings of 5th International Symposiumon Cable Dynamics. Santa Margherita Ligure,Italy:[s. n. ],2003: 255-262.
  • 6Fujimura M,Maeda J, Morimoto Y,et al. Aero-dy-namic damping properties of a transmission tower esti-mated using a new identification method[C] // Proceed-ings of the 12th International Conference on Wind En-gineering. Cairns,Australia:Cheung John C K, 2007 :1047-1054.
  • 7Davenport A G. The relationship of reliability to windloading[J]. Journal of Wind Engineering and IndustrialAerodynamics, 1983 ,13(1-3) : 3-27.
  • 8Tamura Y,Suganuma S. Evaluation of amplitude-de-pendent damping and natural frequency of buildings dur-ing strong winds[J]. Journal of Wind Engineering and In-dustrial Aerodynamics ,1996,59(2-3): 115-130.
  • 9Agneni A, Balis C L. Analytic signal in the dampingcoefficient estimation[C] // Proceedings of the Interna-tional Conference on Spacecraft and Mechanical Tes-ting. Noordwijik, The Netherlands: European SpaceScience Publications Division, 1988: 133-139.
  • 10Brincker R, Zhang L,Andersen P. Modal identifica-tion from ambient response using frequency domaindecomposition[C] // Proceedings of the 18th Interna-tional Modal Analysis Conference. San Antonio,Tex-as ^ USA: The Society for Experimental Mechanics,2000: 625-630.

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