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Volumn 48-49, Issue , 2011, Pages 1122-1125

Structural damage detection based on strain energy and evidence theory

Author keywords

Damage detection; Evidence theory; Finite element model; Frequency; Modal strain energy

Indexed keywords

DAMAGE LOCATION; DETECTION PROBLEMS; ENERGY EQUATION; EVIDENCE THEORIES; EVIDENCE THEORY; FINITE ELEMENT MODEL; FREQUENCY; MODAL STRAIN ENERGY; SIMULATION RESULT; STRUCTURAL DAMAGE DETECTION; STRUCTURAL DAMAGE IDENTIFICATION; STRUCTURAL DAMAGES;

EID: 79951630847     PISSN: 16609336     EISSN: 16627482     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/AMM.48-49.1122     Document Type: Conference Paper
Times cited : (10)

References (7)
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  • 2
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    • Li, H.1    Yang, H.2    Hu, S.L.J.3
  • 4
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    • Optimal spatial sampling interval for damage detection by curvature or strain energy mode shapes
    • DOI 10.1016/j.jsv.2004.08.021, PII S0022460X04007023
    • Sazonov E, Klinkhachorn P. Optimal spatial sampling interval for damage detection by curvature or strain energy mode shapes[J]. Journal of Sound and Vibration, 2005, 285(4-5): 783-801. (Pubitemid 40753213)
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    • Sazonov, E.1    Klinkhachorn, P.2
  • 5
    • 56149102674 scopus 로고    scopus 로고
    • Structural damage detection method based on the theory of dissipation ratio of modal strain energy
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    • (2009) Mechanical Systems and Signal Processing , vol.23 , Issue.2 , pp. 274-287
    • Hu, I.1    Wu, C.2
  • 7
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    • Du, W.J.1    Xie, W.X.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.