Experimental modal analysis of the Garigliano cable-stayed bridge-Reference-Cited by-同舟云学术

Experimental modal analysis of the Garigliano cable-stayed bridge

Published:1998-10 Issue:7-8 Volume:17 Page:485-493
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Clemente Paolo,Marulo Francesco,Lecce Leonardo,Bifulco Andrea

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference8 articles.

1. Dynamic structural properties of cable-stayed Tampico bridge;Murià-Vila;Journal of Structural Engineering, ASCE,1991

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. Global non-destructive damage evaluation in solids;Stubbe;International Journal of Analytical and Experimental Modal Analysis,1990

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. Modal identification of cable-stayed pedestrian bridge;Gardner-Moses;Journal of Structural Engineering, ASCE,1993

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