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Author:

Li, Yong-Mei (Li, Yong-Mei.) | Zhao, Jin-Xin (Zhao, Jin-Xin.) | Sun, Guo-Fu (Sun, Guo-Fu.) | Yang, Bo-Yan (Yang, Bo-Yan.) | Zhou, Xi-Yuan (Zhou, Xi-Yuan.)

Indexed by:

CPCI-S

Abstract:

At present those should be urgent to solve in the field of engineering for truss structures, which are research structural damage, performance reducing and reasonably evaluate structural safety conditions. In order to improve efficiency and reliability for damage diagnosis, rate of change in elemental modal strain energy is presented as dynamic index for damage locations of beam-type truss structures. The numerical simulation example of a beam-type truss structure indicates that the damage location and severity in structures, with single damage, lighter ones and multiple ones, can be detected efficiently by rate of change in elemental modal strain energy with only the first order mode. The results indicate that the proposed method based on modal strain energy can accurately identify the damage location of truss structures with the noisy modal data. Furthermore, damage degree can be derived from the amplitude value rate of change in modal strain energy for the detected damage element. Compared to such indexes as modal strain energy change, modal curvature change and rate of change in modal curvature etc, the effectiveness and advantage are shown for the dynamic index of rate of change in elemental modal strain energy.

Keyword:

Beam-type truss structure Modal strain energy change Damage identification Modal curvature Rate of change in elemental modal strain energy

Author Community:

  • [ 1 ] [Li, Yong-Mei]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 2 ] [Zhao, Jin-Xin]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Li, Yong-Mei]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

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Source :

PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II

Year: 2010

Page: 1326-1332

Language: English

Cited Count:

WoS CC Cited Count: 2

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

Online/Total:311/10731077
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