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Volumn 4, Issue 3, 2003, Pages 259-271

Modal identification under ambient excitation: Application to bridge monitoring;Identification modale sous excitation ambiante: Application à la surveillance des ponts

Author keywords

Ambient excitation; ARMA method; Bridge; Dynamic testing; Monitoring; Random decrement; Recursive algorithm; Subspace method

Indexed keywords

BRIDGE MONITORING;

EID: 0038578524     PISSN: 12962139     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1296-2139(03)00043-5     Document Type: Article
Times cited : (4)

References (12)
  • 1
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    • Review of full-scale dynamic testing of bridge structures
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    • (1995) Engineering Structures , vol.17 , Issue.2 , pp. 113-121
    • Salawu, O.S.1    Williams, C.2
  • 6
    • 0026931090 scopus 로고
    • A modal identification algorithm with unmeasured input
    • Cremona C., Brandon J.A. A modal identification algorithm with unmeasured input. ASCE J. Aerospace Engrg. 5:(4):1992;442-449.
    • (1992) ASCE J. Aerospace Engrg. , vol.5 , Issue.4 , pp. 442-449
    • Cremona, C.1    Brandon, J.A.2
  • 7
    • 84876649814 scopus 로고    scopus 로고
    • Wind induced vibration control of inclined cables
    • Trondheim, Norvège
    • Matsumoto M. Wind induced vibration control of inclined cables. Cable Dynamics III, Trondheim, Norvège. 1998;123-131.
    • (1998) Cable Dynamics III , pp. 123-131
    • Matsumoto, M.1
  • 8
    • 84876596465 scopus 로고    scopus 로고
    • sous la direction de l'Université d'Egletons
    • Instrumentation du pont de Merle, Projet Réseau Génie Civil & Urbain, sous la direction de l'Université d'Egletons.
    • Projet Réseau Génie Civil & Urbain
  • 9
    • 0000340737 scopus 로고    scopus 로고
    • Field verification of a nondestructive damage localization and sensitivity estimator algorithm
    • Stubbs N., Kim J.T., Farrar C.R. Field verification of a nondestructive damage localization and sensitivity estimator algorithm. International Modal Analysis Conference XIII. 1996;210-218.
    • (1996) International Modal Analysis Conference XIII , pp. 210-218
    • Stubbs, N.1    Kim, J.T.2    Farrar, C.R.3
  • 10
    • 84876646987 scopus 로고    scopus 로고
    • Deliverable A3, EMPA, Contract BRITE EURAM BRPR-CT96-0277
    • Deliverable A3, Long-term monitoring and bridge tests, EMPA, Contract BRITE EURAM BRPR-CT96-0277.
    • Long-Term Monitoring and Bridge Tests
  • 11
    • 1542397331 scopus 로고    scopus 로고
    • Effect of temperature on dynamic system parameters of a highway bridge
    • Wahab M.A., De Roeck G. Effect of temperature on dynamic system parameters of a highway bridge. Structural Engineering International. 4:1997;266-270.
    • (1997) Structural Engineering International , vol.4 , pp. 266-270
    • Wahab, M.A.1    De Roeck, G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.