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DYNAMIC MEASUREMENTS ON STAY CABLES OF CABLE-STAYED BRIDGES USING AN INTERFEROMETRY LASER SYSTEM

1999; Springer Science+Business Media; Volume: 23; Issue: 3 Linguagem: Inglês

10.1111/j.1747-1567.1999.tb01570.x

1747-1567

Álvaro Cunha, Elsa Caetano,

Civil and Structural Engineering Research

Experimental TechniquesVolume 23, Issue 3 p. 38-43 DYNAMIC MEASUREMENTS ON STAY CABLES OF CABLE-STAYED BRIDGES USING AN INTERFEROMETRY LASER SYSTEM A. Cunha, A. Cunha affiliated with the Department of Civil Engineering of the University of Porto, Porto Cedex, PortugalSearch for more papers by this authorE. Caetano, E. Caetano affiliated with the Department of Civil Engineering of the University of Porto, Porto Cedex, PortugalSearch for more papers by this author A. Cunha, A. Cunha affiliated with the Department of Civil Engineering of the University of Porto, Porto Cedex, PortugalSearch for more papers by this authorE. Caetano, E. Caetano affiliated with the Department of Civil Engineering of the University of Porto, Porto Cedex, PortugalSearch for more papers by this author First published: 28 January 2008 https://doi.org/10.1111/j.1747-1567.1999.tb01570.xCitations: 4AboutPDF ToolsExport citationAdd to favoritesTrack citation ShareShare Give accessShare full text accessShare full-text accessPlease review our Terms and Conditions of Use and check box below to share full-text version of article.I have read and accept the Wiley Online Library Terms and Conditions of UseShareable LinkUse the link below to share a full-text version of this article with your friends and colleagues. Learn more.Copy URL References 1 Cremer, J-M, Cournasse, C., Goyet, V.V., Lothaire, A. and Dumortier, A., “ The Stays, Their Dynamic Behaviour, Their Equipments–Bridges at Ben-Ahin, Wandre and Upon Alzette”, Proc. of the Int. Symposium on Cable Dynamics, Liege, Belgium, pp. 473– 480 (1995). 2 Geurts, C., Vrouwenvelder, P., Staalduinen, P. and Reusink, J., “Numerical Modelling of Rain-Wind-Induced Vibration: Erasmus Bridge, Rotterdam,” Structural Engineering International, IABSE, Vol. 8, No. 2, pp. 129– 135 (1998). 3 Grillaud, G., Bourcier, P., Barre, C. and Flamand, O., “ Wind Action on the Vasco da Gama Cable-Stayed Bridge”, Proc. of the 2nd European and African Conference on Wind Engineering, Genova, Italy, pp. 1449– 1456 (1997). 4 Branco, E., Mendes, P. and Guerreiro, L., “ Research Studies for the Vasco da Gama Project”, 1ST Science & Technology, No. 2, pp. 3– 7 (April 1998). 5 Delgado, R., Cunha, A., Caetano, E. and Calcada, R., “ Dynamic Tests of Vasco da Gama Bridge” (in Portuguese), Report under contract with NOVAPONTE, Faculty of Engineering of the University of Porto (1998). 6 Cunha, A., Caetano, E., Calcada, R. and Delgado, R., “ Dynamic Tests on Vasco da Gama Cable-Stayed Bridge”, Proc. of IABSE Conference on Cable-Stayed Bridges, Past, Present and Future, Malmo, Sweden (1999). 7 Cunha, A., Laje, A., Gomes, A. and Caetano, E., “ Accuracy Evaluation of a Laser Interferometry Measurement System in Long Distance Dynamic Measurements”, Proc. of 7th Int. Conf. on Computational Methods and Experimental Measurements, CMEM95, Capri, Italy (1995). 8 Casas, J.R., “A Combined Method for Measuring Cable Forces: The Cable-stayed Alamillo Bridge, Spain, Structural Engineering International”, Journal of the IABSE, Vol. 4, No. 4, pp. 235– 240 (November 1994). Citing Literature Volume23, Issue3May 1999Pages 38-43 ReferencesRelatedInformation