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Volumn 7, Issue 6, 2002, Pages 350-356

Dynamic monitoring of steel girder highway bridge

Author keywords

Bridges, highway; Bridges, steel; Dynamic properties; Monitoring

Indexed keywords

BRIDGE MONITORING; DYNAMIC PROPERTIES; HIGHWAYS; MODEL PARAMETERS;

EID: 13844276281     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2002)7:6(350)     Document Type: Article
Times cited : (48)

References (17)
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    • (1997) Technical Report to Connecticut Dept. of Transportation
    • Dewolf, J.T.1    Fu, Y.2
  • 7
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  • 9
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    • Fu, Y.1    Dewolf, J.T.2
  • 10
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    • Regional identification of civil engineered structures based on impact induced transient responses
    • Louisiana State Univ., Baton Rouge, La
    • Hoyos, A., and Aktan, A. E. (1987). "Regional identification of civil engineered structures based on impact induced transient responses." Research Rep. 87-1, Louisiana State Univ., Baton Rouge, La.
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    • Hoyos, A.1    Aktan, A.E.2
  • 12
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  • 13
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    • Raghavendrachar, M.1    Aktan, A.E.2
  • 15
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    • Model-uncertainty impact and damage-detection accuracy in plate girder
    • Stubbs, N., and Kim, J. (1995). "Model-uncertainty impact and damage-detection accuracy in plate girder." J. Struct. Eng., 121(10), 1409-1417.
    • (1995) J. Struct. Eng. , vol.121 , Issue.10 , pp. 1409-1417
    • Stubbs, N.1    Kim, J.2
  • 17
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    • Sensitivity study for vibrational parameters used in damage detection
    • Zhao, J., and DeWolf, J. T. (1999). "Sensitivity study for vibrational parameters used in damage detection." J. Struct. Eng., 125(4), 410-416.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.