ZHANG Chun, SONG Gu-quan, WU Guang-yu. STRUCTURE DAMAGE IDENTIFICATION BY FINITE ELEMENT MODEL UPDATED WITH IMPROVED TIKHONOV REGULARIZATION[J]. Engineering Mechanics, 2012, 29(2): 29-33,4.
Citation: ZHANG Chun, SONG Gu-quan, WU Guang-yu. STRUCTURE DAMAGE IDENTIFICATION BY FINITE ELEMENT MODEL UPDATED WITH IMPROVED TIKHONOV REGULARIZATION[J]. Engineering Mechanics, 2012, 29(2): 29-33,4.

STRUCTURE DAMAGE IDENTIFICATION BY FINITE ELEMENT MODEL UPDATED WITH IMPROVED TIKHONOV REGULARIZATION

More Information
  • Received Date: May 13, 2010
  • Revised Date: August 22, 2010
  • The sensitivity-based finite element model updated with classical Tikhonov regularization can alleviate the ill-conditioning in solving the damage identification problems, and suppress the influence of noise in the measured model parameters. However the introduction of Tikhonov regularization may lead to an over-smooth solution. In order to improve the identification of non-smooth solution, smooth function is introduced in Tikhonov punishment function to enhance robustness and accuracy of the structure damage identification algorithm. The numerical simulations show that sensitivity-based model updated with improved Tikhonov regularization can reduce the influence of measurement noise effectively and identify the structure damages correctly.
  • Related Articles

    [1]HUANG Yong-zheng, LIANG Zi-han, WANG Sen-na, XUE Xiao-guang, LI Yi. INFLUENCES OF PRIMARY DESIGN PARAMETERS ON PROGRESSIVE COLLAPSE RESISTANCE OF REGULAR RC FRAME STRUCTURES[J]. Engineering Mechanics, 2023, 40(S): 184-190. DOI: 10.6052/j.issn.1000-4750.2022.05.S021
    [2]YAN Wang-ji, WANG Peng-peng, SUN Qian, REN Wei-xin. RECENT ADVANCES IN SYSTEM IDENTIFICATION USING THE TRANSMISSIBILITY FUNCTION[J]. Engineering Mechanics, 2018, 35(5): 1-9,26. DOI: 10.6052/j.issn.1000-4750.2017.01.0073
    [3]ZHANG Chun, CHEN Lin, SONG Gu-quan, TIAN Fu-zhi. STRUCTURAL DAMAGE IDENTIFICATION BY UNSCENTED KALMAN FILTER WITH l1 REGULARIZATION[J]. Engineering Mechanics, 2017, 34(8): 76-84. DOI: 10.6052/j.issn.1000-4750.2016.03.0156
    [4]AN Ning, XIA He, ZHAN Jia-wang. STRUCTURAL DAMAGE IDENTIFICATION USING VIBRATION RESPONSES OF BRIDGE UNDER VEHICLES WITH UNCERTAIN PARAMETERS[J]. Engineering Mechanics, 2012, 29(10): 275-281. DOI: 10.6052/j.issn.1000-4750.2011.12.0867
    [5]WU Ke-yi, XU Zhao-dong. DAMAGE DETECTION FOR RETICULATED STRUCTURES BASED ON SPECTRUM ENERGY OF FREQUENCY RESPONSE FUNCTION[J]. Engineering Mechanics, 2009, 26(11): 179-183,.
    [6]ZHU Nan-hai, ZHAO Xiao-hua. OPTIMAL CALCULATION OF TIKHONOV REGULARIZATION PARAMETER BASED ON GENETIC ALGORITHM[J]. Engineering Mechanics, 2009, 26(5): 25-030.
    [7]ZHANG Li-tao, LI Zhao-xia, FEI Qing-guo, SUN Zheng-hua. STUDIES ON SOME OF REGULARIZATION PROBLEMS IN STRUCTURAL DAMAGE IDENTIFICATION[J]. Engineering Mechanics, 2008, 25(5): 45-052.
    [8]ZHANG Yu-xin, LI Guo-qiang, ZHANG Jia-liang. STRUCTURAL ELASTIC MODULUS IDENTIFICATION USING FINITE ELEMENT-REGULARIZATION METHOD[J]. Engineering Mechanics, 2007, 24(10): 6-010.
    [9]ZHANG Qing-hua, LI Qiao, TANG Liang. A STATISTICAL DAMAGE ASSESSMENT METHOD BASED ON PARAMETER ESTIMATION[J]. Engineering Mechanics, 2007, 24(8): 15-021.
    [10]GUO Hui-yong, LI Zheng-liang. QUALITATIVE AND QUANTITATIVE IDENTIFICATION OF MULTIPLE DAMAGES BASED ON INCOMPLETE FREQUENCY RESPONSE FUNCTIONS[J]. Engineering Mechanics, 2007, 24(4): 13-017.

Catalog

    Article Metrics

    Article views (1537) PDF downloads (379) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return