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Multi-vibration-mode analysis of single-layer spherical reticulated shell under wind load

  • Jian Sheng Zhang*
  • , Yue Wu
  • , Shi Zhao Shen
  • *Corresponding author for this work
  • School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

In order to analyze the contribution-significant modes and the mode coupling effects for the wind-induced vibrations, a Ritz-POD method is proposed for identifying the contribution-significant modes, which takes into account the vibration-participating ability of each natural mode, and the similarity between the mode and the spatial distribution of the fluctuating wind load. The evaluations of the mode coupling effects for the wind-induced vibration were performed using modal displacement covariance matrix. The results indicate that some high order modes must be considered, which locate in the frequency snap zone and contribute to the wind-induced vibration significantly. Moreover, the modal auto-correlation plays a much more important role in the wind-induced vibration than the modal cross-correlation, and the mode coupling effect for the wind-induced vibration is approximately 10%.

Original languageEnglish
Pages (from-to)846-850
Number of pages5
JournalHarbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology
Volume40
Issue number6
StatePublished - Jun 2008
Externally publishedYes

Keywords

  • Contribution-signficant mode
  • Coupling
  • Reticulated shell structure
  • Wind-induced vibration

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