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Author:

Li, Yongmei (Li, Yongmei.) | Gao, Xiangyu (Gao, Xiangyu.) | Shi, Yansheng (Shi, Yansheng.) | Zhou, Xiyuan (Zhou, Xiyuan.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

Frequency and displacement modal indices are inefficient to reflect structural damage when using conventional finite element or experiment analysis for damage diagnosis of truss structure. In order to improve efficiency and reliability for damage diagnosis, based on the characteristics of space truss structure, element strain modal can be obtained by nodal displacement modals by means of the finite element method on space truss element connected by pin between two nodes. Therefore the change of elemental strain modal is presented as new dynamic indicator for damage locations of space truss structure. Furthermore, damage degree can be derived from the value of the change of damage elemental strain modal. A numerical example for a spatial truss is provided to verify the practicability of the method. The results show that it is effective to locate damage and assess damage degree only by lower modes. Moreover, the results indicate that the proposed method based on strain modal of truss element can accurately identify damage location of space truss structure with the noisy modal data.

Keyword:

Numerical methods Trusses Finite element method Structural analysis Modal analysis

Author Community:

  • [ 1 ] [Li, Yongmei]College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Gao, Xiangyu]College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Shi, Yansheng]College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China
  • [ 4 ] [Zhou, Xiyuan]College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China

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Source :

Journal of Building Structures

ISSN: 1000-6869

Year: 2009

Issue: 3

Volume: 30

Page: 152-159

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: 9

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