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
  • [21] Modal Parameter Identification of Electric Spindles Based on Covariance-Driven Stochastic Subspace
    Zhou, Wenhong
    Zhong, Liuzhou
    Kang, Weimin
    Xu, Yuetong
    Luan, Congcong
    Fu, Jianzhong
    MACHINES, 2024, 12 (11)
  • [22] Investigation of modal identification and modal identifiability of a cable-stayed bridge with Bayesian framework
    Kuok, Sin-Chi
    Yuen, Ka-Veng
    SMART STRUCTURES AND SYSTEMS, 2016, 17 (03) : 445 - 470
  • [23] Automatic modal identification and variability in measured modal vectors of a cable-stayed bridge
    Ni, YQ
    Fan, KQ
    Zheng, G
    Ko, JM
    STRUCTURAL ENGINEERING AND MECHANICS, 2005, 19 (02) : 123 - 139
  • [24] Stochastic subspace identification for operational modal analysis of an arch bridge
    Loh, Chin-Hsiung
    Chen, Ming-Che
    Chao, Shu-Hsien
    SENSORS AND SMART STRUCTURES TECHNOLOGIES FOR CIVIL, MECHANICAL, AND AEROSPACE SYSTEMS 2012, PTS 1 AND 2, 2012, 8345
  • [25] Modal Parameter Identification of Structures Using Reconstructed Displacements and Stochastic Subspace Identification
    Guo, Xiangying
    Li, Changkun
    Luo, Zhong
    Cao, Dongxing
    APPLIED SCIENCES-BASEL, 2021, 11 (23):
  • [26] Application of improved stabilization diagram in modal parameter identification by stochastic subspace identification
    Chang, J.
    Zhang, Q. W.
    Sun, L. M.
    STRUCTURAL HEALTH MONITORING AND INTELLIGENT INFRASTRUCTURE, VOLS 1 AND 2, 2006, : 863 - 868
  • [27] Application of Improved Combined Deterministic-Stochastic Subspace Algorithm in Bridge Modal Parameter Identification
    Wen, Peng
    Khan, Inamullah
    He, Jie
    Chen, Qiaofeng
    SHOCK AND VIBRATION, 2021, 2021
  • [28] An improved stochastic subspace method for modal parameter identification for bridge structures under ambient excitation
    Chen Y.
    Zhong Z.
    Zhong, Zhenyu, 1600, Chinese Vibration Engineering Society (39): : 196 - 204
  • [29] Data-driven stochastic subspace identification of flutter derivatives of bridge decks
    Boonyapinyo, Virote
    Janesupasaeree, Tharach
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2010, 98 (12) : 784 - 799
  • [30] IDENTIFICATION OF EXTREME DYNAMIC LOADS TO CABLE-STAYED BRIDGE BASED ON MONITORING DATA
    Sun, Li-Min
    Dong, Sheng
    ISISS '2009: INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2, 2009, : 943 - 948