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作者:

Zhang, Xin (Zhang, Xin.) | Du, Xiuli (Du, Xiuli.) (学者:杜修力) | Brownjohn, James (Brownjohn, James.)

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EI Scopus SCIE

摘要:

Instantaneous modal parameters are effective indicators of nonlinearity in an aeroelastic system. The Identification of them requires reliable algorithms. A frequency modulated empirical mode decomposition (FM-EMD) method is proposed in this paper to track the variations in the modal parameters of a multi-DOF bridge-air system. The proposed method is a lifted version of the traditional EMD method. It overcomes one of the major shortcomings of its traditional version, i.e. the inability to separate closely spaced modes. Numerical verification was provided to show the effectiveness of the FM-EMD method. Wind tunnel testing data of a partially streamlined box girder sectional model of a suspension bridge was processed subsequently with the proposed method. Instantaneous frequencies and damping ratios of the aeroelastic system during the free decay vibration were realized. Nonlinearity in the transient aeroelastic vibration was identified. (C) 2011 Elsevier Ltd. All rights reserved.

关键词:

Transient aeroelastic vibration Nonlinearity Cable supported bridges Frequency modulated empirical mode decomposition (FM-EMD)

作者机构:

  • [ 1 ] [Zhang, Xin]Zhengzhou Univ, Sch Civil Engn, Zhengzhou, Henan, Peoples R China
  • [ 2 ] [Du, Xiuli]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing, Peoples R China
  • [ 3 ] [Brownjohn, James]Univ Sheffield, Dept Civil & Struct Engn, Sheffield, S Yorkshire, England

通讯作者信息:

  • [Zhang, Xin]Zhengzhou Univ, Sch Civil Engn, Zhengzhou, Henan, Peoples R China

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来源 :

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS

ISSN: 0167-6105

年份: 2012

卷: 101

页码: 43-52

4 . 8 0 0

JCR@2022

ESI学科: ENGINEERING;

JCR分区:1

中科院分区:3

被引次数:

WoS核心集被引频次: 18

SCOPUS被引频次: 23

ESI高被引论文在榜: 0 展开所有

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