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Author:

Teng Haiwen (Teng Haiwen.) | Wang Tao (Wang Tao.) | Su Mingyu (Su Mingyu.) | Huo Da (Huo Da.) (Scholars:霍达)

Indexed by:

CPCI-S EI Scopus

Abstract:

A new method taking the second derivative of low-level axial vibration modal shape as damage index is presented on the basis of theoretical derivation axial vibration differential equation and analytical solution of three kinds of support form. The index is very sensitive to damage location and damage degree. In addition, the effect of point number is analyzed and results showed that with a few points can still calibration damage well.

Keyword:

modal analysis damage identification axial vibration acceleration signal

Author Community:

  • [ 1 ] [Teng Haiwen]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Structural Retr, Beijing 100124, Peoples R China
  • [ 2 ] [Huo Da]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Structural Retr, Beijing 100124, Peoples R China
  • [ 3 ] [Wang Tao]Beijing Road & Bridge Construct Grp Co Ltd, Beijing 102206, Peoples R China

Reprint Author's Address:

  • [Teng Haiwen]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Structural Retr, Beijing 100124, Peoples R China

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Source :

ADVANCED BUILDING MATERIALS, PTS 1-4

ISSN: 1022-6680

Year: 2011

Issue: 1-4

Volume: 250-253

Page: 2515-,

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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