Experimental modal analysis of the Garigliano cable-stayed bridge

Soil Dynamics and Earthquake Engineering

Volumn 17, Issue 7-8, 1998, Pages 485-493

  Clemente, Paolo ^a   Marulo, Francesco ^b   Lecce, Leonardo ^b   Bifulco, Andrea ^c  

^a ENEA   (Italy)

^b UNIVERSITY OF NAPLES FEDERICO II   (Italy)

^c Gruppo ALTRAN Via Lima 41 00198   (Italy)

Author keywords

Cable stayed bridge; Dynamic behaviour of cable stayed bridges; Experimental modal analysis; Seismic analysis of cable stayed bridges; Seismic monitoring; System identification

Indexed keywords

CABLE STAYED BRIDGES; DAMPING; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; MODAL ANALYSIS; NATURAL FREQUENCIES; STRUCTURAL ANALYSIS;

SEISMIC MONITORING;

EARTHQUAKE RESISTANCE;

BRIDGE; CONFERENCE PROCEEDINGS; DYNAMIC ANALYSIS; SEISMIC RESPONSE;

ITALY;

EID: 0032194361     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(98)00022-0     Document Type: Article

References (8)

1. Murià-Vila D., Gòmez R., King C. Dynamic structural properties of cable-stayed Tampico bridge. Journal of Structural Engineering, ASCE. 117(11):1991;3396-3416.
2. Agbabian, M.S., Masri, S., Traina, M.I. & Wagfi, O. Diagnostic tests for detection of structural changes in a bridge model. Proc. 6th US-Japan Bridge Engineering Workshop, Session 8, Reno, NV, 1990.
3. Stubbe N., Osegueda R. Global non-destructive damage evaluation in solids. International Journal of Analytical and Experimental Modal Analysis. 5(2):1990;81-89.
4. Clemente, P. & D'Apuzzo, M. Analisi del modello generalizzato di ponte strallato. Fondazione Politecnica per il Mezzogiorno d'Italia, Giannini, Napoli, 1990, 162 (in Italian).
5. Gardner-Moses M.G., Huston D.R. Modal identification of cable-stayed pedestrian bridge. Journal of Structural Engineering, ASCE. 119(11):1993;3384-3404.
6. Bendat, J.S. & Piersol, A.G. Engineering Application of Correlation and Spectral Analysis. John Wiley and Sons, New York, 1980.
7. Juang J., Pappa R.S. An eigensystem realization algorithm for the modal parameter identification and model reduction. Journal of Guidance, Control and Dynamics, AIAA. 8(5):1985;620-627.
8. Marulo, F., Lecce, L., Scaramuzzino, F. & Bifulco, A. Identification of dynamical data using eigensystem realization algorithm (ERA). Proc. 17th International Seminar on Modal Analysis, Leuven, Belgium, 1992.