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Finite element model updating for large span spatial steel structure considering uncertainties

  • Jun Teng*
  • , Yan Huang Zhu
  • , Feng Zhou
  • , Hui Li
  • , Jin Ping Ou
  • *Corresponding author for this work
  • Harbin Institute of Technology Shenzhen
  • School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

In order to establish the baseline finite element model for structural health monitoring, a new method of model updating was proposed after analyzing the uncertainties of measured data and the error of finite element model. In the new method, the finite element model was replaced by the multi-output support vector regression machine (MSVR). The interval variables of the measured frequency were sampled by Latin hypercube sampling method. The samples of frequency were regarded as the inputs of the trained MSVR. The outputs of MSVR were the target values of design parameters. The steel structure of National Aquatic Center for Beijing Olympic Games was introduced as a case for finite element model updating. The results show that the proposed method can avoid solving the problem of complicated calculation. Both the estimated values and associated uncertainties of the structure parameters can be obtained by the method. The static and dynamic characteristics of the updated finite element model are in good agreement with the measured data.

Original languageEnglish
Pages (from-to)857-862
Number of pages6
JournalJournal of Central South University of Technology (English Edition)
Volume17
Issue number4
DOIs
StatePublished - Aug 2010
Externally publishedYes

Keywords

  • interval analysis
  • large span spatial steel structure
  • model updating
  • multi-output support vector regression
  • uncertainty

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