FIR and IIR filtering and data driven stochastic subspace identification for the continuous dynamic modal parameter identification of cable stayed bridge

被引:0
|
作者
Khan, Inamullah [1 ]
Malik, Khurram [1 ]
Ali, Sarfraz [1 ]
Shan, Deshan [2 ]
机构
[1] NUST, Coll Civil Engn, Risalpur, Pakistan
[2] Southwest Jiaotong Univ, Civil Engn Sch, Bridge Engn Dept, Chengdu, Sichuan, Peoples R China
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With the advancement in technology, the need for an effectual health monitoring of structures, specially the long span cable stayed bridges have increased the quest for a continuous monitoring of these cable stayed bridges so that, an accurate and reliable data is collected from these sophisticated instruments installed at these bridges and then analyzed in a very effective way. Therefore in this paper the FIR and IIR filter are introduce one by one, to the dynamic data obtained from real life cable stayed bridge. Then the reconstructed signal obtained after performing the filtering was used for the continuous modal parameters identification such as Frequency and Damping Ratio using the improved Data Driven Stochastic Subspace Identification (DATA-SSI). For this purpose the real life data has been collected form Sutong cable stayed Bridge, and the proposed technique was applied to this real life data. The results shows that the proposed method gives better results and the modal parameters obtained by this technique are more accurate and consistent and provides better representation of real life bridge health monitoring.
引用
收藏
页码:741 / 749
页数:9
相关论文
共 50 条
  • [31] Stochastic subspace method for structural strain modal parameter identification
    Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen 518055, China
    不详
    Zhendong yu Chongji/Journal of Vibration and Shock, 2008, 27 (06): : 4 - 6
  • [32] Environmental variability in modal frequency identification of Runyang cable-stayed bridge
    Li, Aiqun
    Ding, Youliang
    Fei, Qingguo
    Miao, Changqing
    Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2007, 37 (02): : 245 - 250
  • [33] Modal identification from ambient vibration tests on a cable-stayed bridge
    Rodrigues, J.
    Xu, M.
    Santos, L. O.
    Structural Dynamics - EURODYN 2005, Vols 1-3, 2005, : 155 - 160
  • [34] Application study on Bayesian method in modal parameter identification of the long-span cable-stayed bridge
    Yang C.-Y.
    Mao J.-X.
    Wang H.
    Zhang Y.-M.
    Zhendong Gongcheng Xuebao/Journal of Vibration Engineering, 2022, 35 (03): : 691 - 698
  • [35] Modal parameter identification of kilometer cable-stayed bridge under typhoon excitation based on wavelet transform
    Mao, Jianxiao
    Wang, Hao
    Cheng, Huaiyu
    Li, Aiqun
    Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2015, 45 (01): : 159 - 164
  • [36] Modal parameters identification of bridge by improved stochastic subspace identification method with Grubbs criterion
    Zhou, Yulin
    Jiang, Xulei
    Zhang, Mingjin
    Zhang, Jinxiang
    Sun, Hao
    Li, Xin
    MEASUREMENT & CONTROL, 2021, 54 (3-4): : 457 - 464
  • [37] Optimal parameters in Data-driven stochastic subspace identification in Operational Modal Analysis
    Tsai, Chun-Yu
    Chan, Yum Ji
    Chen, Jau-Liang
    Chao, Ching-Ling
    Chien, Shih-Yin
    PROCEEDINGS OF INTERNATIONAL CONFERENCE ON NOISE AND VIBRATION ENGINEERING (ISMA2018) / INTERNATIONAL CONFERENCE ON UNCERTAINTY IN STRUCTURAL DYNAMICS (USD2018), 2018, : 2783 - 2792
  • [38] Improved data-driven stochastic subspace identification of online operational modal parameters
    Department of Civil Engineering, Central South University, Changsha 410075, China
    J Vib Shock, 2009, 8 (148-153):
  • [39] Compressive stochastic subspace identification: A modal parameter identification method suitable for compressive sampling
    Cao, Jiahui
    Yang, Zhibo
    Lu, Minyue
    Chen, Xuefeng
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2025, 223
  • [40] Modal parameter identification of concrete filled steel tube arch bridge based on stochastic subspace method
    Wang, Lixian
    Di, Shengkui
    ADVANCED CONSTRUCTION TECHNOLOGIES, 2014, 919-921 : 325 - 328