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Volumn 139, Issue 6, 2013, Pages 748-759

Experimental vibration analysis for structural identification of a long-span suspension bridge

Author keywords

Ambient vibration; Signal processing; Structural identification; Uncertainty reduction

Indexed keywords

DATA HANDLING; LARGE SCALE SYSTEMS; SIGNAL PROCESSING; STRUCTURAL ANALYSIS; SUSPENSION BRIDGES; UNCERTAINTY ANALYSIS;

EID: 84881302484     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EM.1943-7889.0000416     Document Type: Article
Times cited : (51)

References (28)
  • 1
    • 2142662836 scopus 로고
    • An analysis of the dynamic characteristics of a suspension bridge by ambient vibration measurements
    • No. EERL-77-01, California Institute of Technology, Pasadena, CA
    • Abdel-Ghaffar, A. M., and Housner, G. W. (1977). "An analysis of the dynamic characteristics of a suspension bridge by ambient vibration measurements." Technical Rep. No. EERL-77-01, California Institute of Technology, Pasadena, CA.
    • (1977) Technical Rep.
    • Abdel-Ghaffar, A.M.1    Housner, G.W.2
  • 2
    • 0022044237 scopus 로고
    • Ambient vibration studies of Golden Gate Bridge: I. Suspended structure
    • a
    • Abdel-Ghaffar, A. M., and Scanlan, R. H. (1985a). "Ambient vibration studies of Golden Gate Bridge: I. Suspended structure." J. Eng. Mech., 111(4), 463-482.
    • (1985) J. Eng. Mech. , vol.111 , Issue.4 , pp. 463-482
    • Abdel-Ghaffar, A.M.1    Scanlan, R.H.2
  • 3
    • 0022046234 scopus 로고
    • Ambient vibration studies of Golden Gate Bridge: II. Pier-tower structure
    • Abdel-Ghaffar, A. M., and Scanlan, R. H. (1985b). "Ambient vibrationstudies of Golden Gate Bridge: II. Pier-tower structure." J. Eng. Mech.,111(4), 483-499.
    • (1985) J. Eng. Mech. , vol.111 , Issue.4 , pp. 483-499
    • Abdel-Ghaffar, A.M.1    Scanlan, R.H.2
  • 4
    • 84881294326 scopus 로고    scopus 로고
    • 8.7 [Computer software]. Watertown, MA, ADINA R& D
    • ADINA 8.7 [Computer software]. Watertown, MA, ADINA R& D.
    • Adina1
  • 6
    • 0000235984 scopus 로고    scopus 로고
    • Updating models and their uncertainties I: Bayesian statistical framework
    • Beck, J. L., and Katafygiotis, L. S. (1998). "Updating models and their uncertainties I: Bayesian statistical framework." J. Eng. Mech., 124(4), 455-461.
    • (1998) J. Eng. Mech. , vol.124 , Issue.4 , pp. 455-461
    • Beck, J.L.1    Katafygiotis, L.S.2
  • 7
    • 77953611453 scopus 로고    scopus 로고
    • Ambient vibration re-testing and operational modal analysis of the Humber Bridge
    • Brownjohn, J. M. W., Magalhaes, F., Caetano, E., and Cunha, A. (2010). "Ambient vibration re-testing and operational modal analysis of the Humber Bridge." Eng. Structures, 32(8), 2003-2018.
    • (2010) Eng. Structures , vol.32 , Issue.8 , pp. 2003-2018
    • Brownjohn, J.M.W.1    Magalhaes, F.2    Caetano, E.3    Cunha, A.4
  • 8
    • 4043172795 scopus 로고    scopus 로고
    • Parameter estimation for multiple-input multiple-output modal analysis of large structures
    • Catbas, F. N., Brown, D. L., and Aktan, A. E. (2004). "Parameter estimation for multiple-input multiple-output modal analysis of large structures." J. Eng. Mech., 130(8), 921-930.
    • (2004) J. Eng. Mech. , vol.130 , Issue.8 , pp. 921-930
    • Catbas, F.N.1    Brown, D.L.2    Aktan, A.E.3
  • 9
    • 4043172795 scopus 로고    scopus 로고
    • Parameter estimation for multiple-input multiple-output modal analysis of large structures
    • Catbas, F. N., Brown, D. L., and Aktan, A. E. (2004). "Parameter estimation for multiple-input multiple-output modal analysis of large structures." J. Eng. Mech., 130(8), 921-930. Conte, J. P., et al. (2008). "Dynamic testing of Alfred Zampa Memorial Bridge." J. Struct. Eng., 134(6), 1006-1015.
    • (2004) J. Eng. Mech. , vol.130 , Issue.8 , pp. 921-930
    • Catbas, F.N.1    Brown, D.L.2    Aktan, A.E.3
  • 10
    • 43949087534 scopus 로고    scopus 로고
    • Dynamic testing of Alfred Zampa Memorial Bridge
    • Conte, J. P., et al. (2008). "Dynamic testing of Alfred Zampa Memorial Bridge." J. Struct. Eng., 134(6), 1006-1015.
    • (2008) J. Struct. Eng. , vol.134 , Issue.6 , pp. 1006-1015
    • Conte, J.P.1
  • 11
    • 78650348486 scopus 로고    scopus 로고
    • Experimental characterization of towers in cable-supported bridges by ambient vibration testing
    • Ph.D. Philadelphia
    • Grimmelsman, K. A. (2006). "Experimental characterization of towers in cable-supported bridges by ambient vibration testing." Ph.D. thesis, Drexel Univ., Philadelphia.
    • (2006) thesis, Drexel Univ.
    • Grimmelsman, K.A.1
  • 12
    • 34547859631 scopus 로고    scopus 로고
    • Analysis of data quality for ambient vibration testing of the Henry Hudson Bridge
    • Grimmelsman, K. A., Pan, Q., and Aktan, A. E. (2007). "Analysis of data quality for ambient vibration testing of the Henry Hudson Bridge." J. Intell. Mater. Syst. Struct., 18(8), 765-775.
    • (2007) J. Intell. Mater. Syst. Struct. , vol.18 , Issue.8 , pp. 765-775
    • Grimmelsman, K.A.1    Pan, Q.2    Aktan, A.E.3
  • 13
    • 58149216107 scopus 로고    scopus 로고
    • System identification of Alfred Zampa Memorial Bridge using dynamic field test data
    • He, X., Moaveni, B., Conte, J. P., Elgamal, A., and Masri, S. F. (2009). "System identification of Alfred Zampa Memorial Bridge using dynamic field test data." J. Struct. Eng., 135(1), 54-66.
    • (2009) J. Struct. Eng. , vol.135 , Issue.1 , pp. 54-66
    • He, X.1    Moaveni, B.2    Conte, J.P.3    Elgamal, A.4    Masri, S.F.5
  • 14
    • 78650384021 scopus 로고    scopus 로고
    • Wind analysis of a suspension bridge: Identification and FEM simulations
    • Hong, A. L., Ubertini, F., and Betti, R. (2011). "Wind analysis of a suspension bridge: Identification and FEM simulations." J. Struct. Eng., 137(1), 133-142.
    • (2011) J. Struct. Eng. , vol.137 , Issue.1 , pp. 133-142
    • Hong, A.L.1    Ubertini, F.2    Betti, R.3
  • 15
    • 0017559280 scopus 로고
    • Random decrement technique for modal identification of structures
    • Ibrahim, S. R. (1977). "Random decrement technique for modal identification of structures." J. Spacecr. Rockets, 14(11), 696-700.
    • (1977) J. Spacecr. Rockets , vol.14 , Issue.11 , pp. 696-700
    • Ibrahim, S.R.1
  • 16
    • 0000740838 scopus 로고
    • The natural excitation technique (NExT) for modal parameter extraction from operating structures
    • James, G. H., Carne, T. G., and Lauffer, J. P. (1995). "The natural excitation technique (NExT) for modal parameter extraction from operating structures." SEM Int. J. Analyt. Exper. Modal Anal., 10(4), 260-277.
    • (1995) SEM Int. J. Analyt. Exper. Modal Anal. , vol.10 , Issue.4 , pp. 260-277
    • James, G.H.1    Carne, T.G.2    Lauffer, J.P.3
  • 17
    • 0036642429 scopus 로고    scopus 로고
    • Multi-stage identification scheme for detecting damage in the cable-stayed Kap Shui Mun Bridge
    • Ko, J. M., Sun, Z. G., and Ni, Y. Q. (2002). "Multi-stage identification scheme for detecting damage in the cable-stayed Kap Shui Mun Bridge." Eng. Structures, 24(12),857-868.
    • (2002) Eng. Structures , vol.24 , Issue.12 , pp. 857-868
    • Ko, J.M.1    Sun, Z.G.2    Ni, Y.Q.3
  • 18
    • 33846951508 scopus 로고    scopus 로고
    • An overview of wireless structural health monitoring for civil structures
    • Lynch, J. P. (2007). "An overview of wireless structural health monitoring for civil structures." Philos. Trans. Roy. Soc. London A, Math. Phys. Sci., 365(1851), 345-372.
    • (2007) Philos. Trans. Roy. Soc. London A, Math. Phys. Sci. , vol.365 , Issue.1851 , pp. 345-372
    • Lynch, J.P.1
  • 19
    • 33747586306 scopus 로고    scopus 로고
    • Impacts of epistemic (bias) uncertainty on structural identification of constructed (civil) systems
    • Moon, F. L., and Aktan, A. E. (2006). "Impacts of epistemic (bias) uncertainty on structural identification of constructed (civil) systems." Shock Vibr., 38(5), 399-420.
    • (2006) Shock Vibr. , vol.38 , Issue.5 , pp. 399-420
    • Moon, F.L.1    Aktan, A.E.2
  • 20
    • 26644433180 scopus 로고    scopus 로고
    • Structural identification of a nonproportionally damped system and its application to a full-scale suspension bridge
    • Nagayama, T., Fujino, Y., Abe, M., and Ikeda, K. (2005). "Structural identification of a nonproportionally damped system and its application to a full-scale suspension bridge." J. Struct. Eng., 131(10), 1536-1545.
    • (2005) J. Struct. Eng. , vol.131 , Issue.10 , pp. 1536-1545
    • Nagayama, T.1    Fujino, Y.2    Abe, M.3    Ikeda, K.4
  • 21
    • 0347567522 scopus 로고    scopus 로고
    • Identification of unusual events in multi-channel bridge monitoring data
    • Omenzetter, P., Brownjohn, J. M. W., and Moyo, P. (2004). "Identification of unusual events in multi-channel bridge monitoring data." Mech. Syst. Signal Process., 18(2), 409-430.
    • (2004) Mech. Syst. Signal Process , vol.18 , Issue.2 , pp. 409-430
    • Omenzetter, P.1    Brownjohn, J.M.W.2    Moyo, P.3
  • 22
    • 67650095506 scopus 로고    scopus 로고
    • Statistical analysis of vibration modes of a suspension bridge using spatially dense wireless sensor network
    • Pakzad, S. N., and Fenves, G. L. (2009). "Statistical analysis of vibration modes of asuspension bridge using spatially dense wireless sensor network." J. Struct. Eng., 135(7), 863-872.
    • (2009) J. Struct. Eng. , vol.135 , Issue.7 , pp. 863-872
    • Pakzad, S.N.1    Fenves, G.L.2
  • 23
    • 78650356183 scopus 로고    scopus 로고
    • Mitigating epistemic uncertainty in structural identification
    • Pan, Q., Grimmelsman, K., Moon, F., and Aktan, E. (2010). "Mitigating epistemic uncertainty in structural identification." J. Struct.Eng., 131(1), 1-13.
    • (2010) J. Struct.Eng. , vol.131 , Issue.1 , pp. 1-13
    • Pan, Q.1    Grimmelsman, K.2    Moon, F.3    Aktan, E.4
  • 24
    • 4644323283 scopus 로고    scopus 로고
    • The PolyMAX frequency-domain method: A new standard for modal parameter estimation
    • Peeters, B., Auweraer, H. V., Guillaume, P., and Leuridan, J. (2004). "The PolyMAX frequency-domain method: A new standard for modal parameter estimation." Shock Vibr., 11(3-4), 395-409.
    • (2004) Shock Vibr. , vol.11 , Issue.3-4 , pp. 395-409
    • Peeters, B.1    Auweraer, H.V.2    Guillaume, P.3    Leuridan, J.4
  • 25
    • 0035251387 scopus 로고    scopus 로고
    • One-year monitoring of the Z24- Bridge: Environmental effects versus damage events
    • Peeters, B., and De Roeck, G. D. (2001). "One-year monitoring of the Z24- Bridge: Environmental effects versus damage events." Earthquake Eng. Struct. Dynam., 30(2), 149-171.
    • (2001) Earthquake Eng. Struct. Dynam. , vol.30 , Issue.2 , pp. 149-171
    • Peeters, B.1    De Roeck, G.D.2
  • 26
    • 39649103373 scopus 로고    scopus 로고
    • Uncertainty bounds on modal parameters obtained from stochastic subspace identification
    • Reynders, E., Pintelon, R., and De Roeck, G. (2008). "Uncertainty bounds on modal parameters obtained from stochastic subspace identification." Mech. Syst. Signal Process., 22(4), 948-969.
    • (2008) Mech. Syst. Signal Process , vol.22 , Issue.4 , pp. 948-969
    • Reynders, E.1    Pintelon, R.2    De Roeck, G.3
  • 27
    • 0035479199 scopus 로고    scopus 로고
    • Ambient vibration and seismic evaluation of a cantilever truss bridge
    • Shama, A., Mander, J., Chen, S., and Aref, A. (2001). "Ambient vibration and seismic evaluation of a cantilever truss bridge." Eng. Structures, 23(10), 1281-1292.
    • (2001) Eng. Structures , vol.23 , Issue.10 , pp. 1281-1292
    • Shama, A.1    Mander, J.2    Chen, S.3    Aref, A.4
  • 28
    • 37349075164 scopus 로고    scopus 로고
    • System identification of suspension bridge from ambient vibration response
    • Siringoringo, D. M., and Fujino, Y. (2008). "System identification of suspension bridgefrom ambient vibration response." Eng. Structures, 30(2), 462-477.
    • (2008) Eng. Structures , vol.30 , Issue.2 , pp. 462-477
    • Siringoringo, D.M.1    Fujino, Y.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.