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Volumn 329, Issue 9, 2010, Pages 1310-1331

Detection of contiguous and distributed damage through contours of equal frequency change

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE GIRDER; COMPUTATIONAL MODELING; DAMAGE IDENTIFICATION; DAMAGE MODEL; DAMAGE POSITION; DIFFERENT FREQUENCY; EIGEN-VALUE; END-BEARING PILES; FREQUENCY CHANGES; REINFORCED CONCRETE MEMBER; SIMPLY SUPPORTED BEAMS;

EID: 74249090179     PISSN: 0022460X     EISSN: 10958568     Source Type: Journal    
DOI: 10.1016/j.jsv.2009.11.006     Document Type: Article
Times cited : (19)

References (25)
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  • 2
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  • 3
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    • Analysis of longitudinal wave propagation in a cracked rod by the spectral element method
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  • 4
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    • Vibration parameters for damage detection in structures
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    • Palacz, M.1    Krawczuk, M.2
  • 5
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    • Longitudinal wave propagation-Part-II, Analysis of crack influence
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  • 6
    • 0042847151 scopus 로고    scopus 로고
    • The dynamic analysis of a cracked Timoshenko beam by the spectral element method
    • Krawczuk M., Palacz M., and Ostachowicz W. The dynamic analysis of a cracked Timoshenko beam by the spectral element method. Journal of Sound and Vibration 264 (2003) 1139-1153
    • (2003) Journal of Sound and Vibration , vol.264 , pp. 1139-1153
    • Krawczuk, M.1    Palacz, M.2    Ostachowicz, W.3
  • 7
    • 0036532629 scopus 로고    scopus 로고
    • Application of spectral beam finite element with a crack and iterative search technique for damage detection
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  • 10
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  • 12
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  • 24
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.