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Volumn 125, Issue 4, 1999, Pages 410-416

Sensitivity study for vibrational parameters used in damage detection

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; MONITORING; NATURAL FREQUENCIES; SENSITIVITY ANALYSIS; STIFFNESS; STIFFNESS MATRIX;

EID: 0033115874     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:4(410)     Document Type: Article
Times cited : (241)

References (14)
  • 4
    • 0040587454 scopus 로고
    • Continuous monitoring of bridge structures
    • Int. Assoc. for Bridge and Structural Engineering, Zurich
    • DeWolf, J. T., Conn, P. E., and O'Leary, P. N. (1995). "Continuous monitoring of bridge structures." IABSE Symp., Int. Assoc. for Bridge and Structural Engineering, Zurich.
    • (1995) IABSE Symp.
    • DeWolf, J.T.1    Conn, P.E.2    O'Leary, P.N.3
  • 5
    • 0039994217 scopus 로고    scopus 로고
    • Report to Department of Transportation of Connecticut State, Report No. CEE-98-1, University of Connecticut, Storrs, Conn.
    • DeWolf, J. T., and Zhao, J. (1998). "Dynamic vibration techniques in highway bridge monitoring." Report to Department of Transportation of Connecticut State, Report No. CEE-98-1, University of Connecticut, Storrs, Conn.
    • (1998) Dynamic Vibration Techniques in Highway Bridge Monitoring
    • DeWolf, J.T.1    Zhao, J.2
  • 7
    • 0029394559 scopus 로고
    • Model-uncertainty impact and damage-detection accuracy in plate girder
    • Kim, J., and Stubbs, N. (1995). "Model-uncertainty impact and damage-detection accuracy in plate girder." J. Struct. Engrg., ASCE, 121(10), 1409-1417.
    • (1995) J. Struct. Engrg., ASCE , vol.121 , Issue.10 , pp. 1409-1417
    • Kim, J.1    Stubbs, N.2
  • 10
    • 0039994212 scopus 로고
    • Full-scale bridge testing to monitor vibrational signatures: Phase II major structure investigation
    • Connecticut Department of Transportation, Rocky Hill, Conn.
    • Lauzon, R. G. (1995). "Full-scale bridge testing to monitor vibrational signatures: Phase II major structure investigation." Interim Rep., Rep. No. 1408-2-95-5, Connecticut Department of Transportation, Rocky Hill, Conn.
    • (1995) Interim Rep., Rep. No. 1408-2-95-5
    • Lauzon, R.G.1
  • 13
    • 0026908612 scopus 로고
    • Flexibility of multi-reference impact testing for bridge diagnostics
    • Raghavendrachar, M., and Aktan, A. E. (1992). "Flexibility of multi-reference impact testing for bridge diagnostics." J. Struct. Engrg., 118(8), 2186-2203.
    • (1992) J. Struct. Engrg. , vol.118 , Issue.8 , pp. 2186-2203
    • Raghavendrachar, M.1    Aktan, A.E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.