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Volumn 23, Issue 4, 2006, Pages 33-38

Nondestructive damage evaluation indicator based on modal flexibility curvature

Author keywords

Beam; Modal curvature; Modal flexibility; Modal flexibility curvature; Nondestructive damage evaluation

Indexed keywords

CURVED BEAMS AND GIRDERS; INDICATORS (INSTRUMENTS); MATHEMATICAL MODELS; NONDESTRUCTIVE EXAMINATION;

EID: 33745136435     PISSN: 10004750     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (28)

References (11)
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    • Doebling, S.W.1
  • 2
    • 1542299855 scopus 로고    scopus 로고
    • A review of structural health monitoring literature: 1996-2001
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    • (2002)
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  • 3
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    • Preference-based stochastic subspace identification for output-only modal analysis
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    • (1999) Mechanical Systems and Signal Processing , vol.13 , pp. 855-878
    • Peeters, B.1    Roeck, G.D.2
  • 5
    • 0036642429 scopus 로고    scopus 로고
    • Multi-stage identification scheme for detecting damage in cable-stayed Kap Shui Mun Bridge
    • Ko J M. Multi-stage identification scheme for detecting damage in cable-stayed Kap Shui Mun Bridge[J]. Engineering Structures, 2002, 24: 857-868.
    • (2002) Engineering Structures , vol.24 , pp. 857-868
    • Ko, J.M.1
  • 6
    • 0028766135 scopus 로고
    • Damage detection in structures using changes in flexibility
    • Pandey A K, Biswas M. Damage detection in structures using changes in flexibility[J]. Journal of Sound and Vibration, 1994, 169: 3-17.
    • (1994) Journal of Sound and Vibration , vol.169 , pp. 3-17
    • Pandey, A.K.1    Biswas, M.2
  • 7
    • 0033115874 scopus 로고    scopus 로고
    • Sensitivity study for vibrational parameters used in damage detection
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    • (1999) Journal of Structural Engineering , vol.125 , pp. 410-416
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  • 8
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    • Aktan, A.E.1
  • 9
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    • An experimental algorithm for detecting damage applied to the 1-40 bridge over the Rio Grande
    • Mayes R L. An experimental algorithm for detecting damage applied to the 1-40 bridge over the Rio Grande[C]. Proc. 13th International Modal Analysis Conference, 1995. 219-225.
    • (1995) Proc. 13th International Modal Analysis Conference , pp. 219-225
    • Mayes, R.L.1
  • 10
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    • Computation of structural flexibility for bridge health monitoring using ambient modal data
    • Lin Y.K. and Su T.C. (ed.), ASCE, New York
    • Doebling S W, Farrar C R. Computation of structural flexibility for bridge health monitoring using ambient modal data[C]. Engineering Mechanics: Proceedings of 11th Conference, Lin Y K and Su T C (eds), ASCE, New York, 1996, 2: 1114-1116.
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  • 11


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.