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Case Studies Modal Survey of the Vasco da Gama Bridge


 

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Case Studies:

Modal Survey of the Vasco da Gama Bridge
The results presented here were obtained by performing a re-analysis with ARTeMIS Extractor Pro of the database created by Professors Álvaro Cunha and Elsa Caetano (Laboratory of Vibrations and Structural Monitoring of the Faculty of Engineering of the University of Porto, Portugal) during the dynamic tests performed on the Vasco da Gama Bridge at the commissioning stage, under contract with Novaponte ACE
 

The Vasco da Gama bridge is located near Lisbon and is the second crossing of the Tejo river. Three types of test were done: Ambient vibration test, free vibration test and measurements in the stay cables. The results shown below are based on the ambient vibration test. The equipment used were 6 triaxial GeoSIG seismographs synchronized by a portable PC.

Below you can download an AVI movie animating the mode showed above. The mode has been estimated with the Enhanced Frequency Domain Decomposition estimator available in the ARTeMIS Extractor Handy and ARTeMIS Extractor Pro versions.

Download AVI movie

Hint: To get the maximum out of the downloaded AVI movie, please set your AVI movie player to "Repeat Forever".

 

Related Information

Laboratory of Vibrations and Structural Monitoring of FEUP – VIBEST has their own web site at: www.fe.up.pt/vibest. A detailed description of the test they did can be found in the following paper: 

Cunha Á., Caetano E. and Delgado, R.: “Dynamic Tests on a Large Cable-Stayed Bridge. An Efficient Approach”. Journal of Bridge Engineering, ASCE, Vol. 6, No.1, pp.54-62, 2001.

The re-analysis made with ARTeMIS Extractor is described in the following paper:

Cunha Á., Caetano E., Brincker R., Andersen P.: "Identification from the Natural Response of Vasco da Gama Bridge", 22nd International Modal Analysis Conference (IMAC), Dearborn, Michigan, 2004.

 

Pictures from the Test

The Vasco da Gama bridge in its full length, seen from northern edge of the Tejo (Tagus) river:

The main span consist of a cable stayed bridge:

The main span seen from the northern edge of the Tejo river:

The main span seen from the southern edge of the Tejo river:

The bridge during construction:


 

Structural Vibration Solutions A/S • Niels Jernes Vej 10 • DK-9220 Aalborg East • Denmark • Tel: +45 9635 4422 • Fax: +45 9635 4575 • svibs@svibs.com