Structural damage detection of frame structures based on statistical moment

被引:0
|
作者
Yang Y. [1 ,2 ]
Zhou C. [1 ,2 ]
Wang Y. [1 ,2 ]
Li J. [1 ,2 ]
Hao B. [3 ]
机构
[1] Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing
[2] School of Civil Engineering, Chongqing University, Chongqing
[3] Chang'an Auto Global R&D Center, Chongqing
关键词
Damage detection; Shaking table test; Statistical moment;
D O I
10.19650/j.cnki.cjsi.J1804003
中图分类号
学科分类号
摘要
Deriving from the single free system, structural damage detection basing on fusion index of fourth-order displacement and eighth-order acceleration statistical moment by using updated model method is proposed. In this study, damage detection results of numerical simulation and shaking table test of a 12-story frame structure was analyzed and contrasted. Two different damage indice were compared with consideration of environment noise. And the recoded data of shaking table test was used to validate the establishment of the theoretical model. Three typical cases were selected for damage detection analysis. It is demonstrated that the fusion method by using displacement and acceleration statistical moment theory to conduct damage detection of frame structure is feasible and effective. © 2019, Science Press. All right reserved.
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页码:183 / 191
页数:8
相关论文
共 20 条
  • [1] Shang Y.N., Shi J.X., Zhao Y., Et al., Novel positioning method for detecting large structure surface cracks, Chinese Journal of Scientific Instrument, 38, 3, pp. 681-688, (2017)
  • [2] Yuan W.Q., Xue D., Review of tunnel lining crack detection algorithm based on machine vision, Chinese Journal of Scientific Instrument, 38, 12, pp. 3100-3111, (2017)
  • [3] Liu L., Wang Y.N., Wan Z., Et al., Estimation method of collecting terminal pose of bridge detection robot based on sequence 2D structured line features, Journal of Electronic Measurement and Instrumentation, 32, 8, pp. 59-68, (2018)
  • [4] Zhou Z.P., Huang H., Li L.Q., Et al., Application study of transfer function in vibration detection, Electronic Measurement Technology, 41, 4, pp. 126-130, (2018)
  • [5] Liu W.F., Liu C.T., Research on damage orientation by change of eigenfrequency, Journal of Vibration and Shock, 23, 2, pp. 27-31, (2004)
  • [6] Wan X.P., Li X.C., Bao K., Et al., Structure damage diagnosis based on analyzing changes of vibration mode, Actc Aeronautica et Astronautica Sinica, 24, 5, pp. 422-426, (2003)
  • [7] Xu L., Yi W.J., Wu G.L., The stiffness change identification of concrete frame column using strain mode method, Journal of Vibration and Shock, 25, 3, pp. 1-5, (2006)
  • [8] Yang Q.W., Sun B.X., An improved flexibility sensitivity method for structural damage detection, Journal of Vibration and Shock, 30, 5, pp. 27-31, (2011)
  • [9] He W., He R., Li Y.W., Research on the generalized residual force vector difference method for structural damage detection, Earthquake Resistant Engineering and Retrofitting, 35, 3, pp. 48-51, (2013)
  • [10] He W., Chen H., Structural damage detection by using improved residual force vector, Journal of Vibration, Measurement and Diagnosis, 29, 4, pp. 379-382, (2009)