Operational deformations in long span bridges

Author:

Brownjohn J,Koo K,Scullion A,List D

Publisher

CRC Press

Reference8 articles.

1. de Battista, N., Westgate, R., Koo, K. Y., and Brownjohn, J. M. Rossi, G., Marsili, R., Gusella, V., and Gioffre, M. (2002). W. (2011). "Wireless monitoring of the longitudinal dis- "Comparison between accelerometer and laser vibrometer placement of the Tamar Suspension Bridge deck under to measure traffic excited vibrations on bridges." Shock and changing environmental conditions." Proceedings of SPIE: Vibration, 9(1-2), 11-18. Sensors and Smart Structures Technologies for Civil, Me- Sloan, T. D., Kirkpatrick, J., Boyd, J. W., and Thomson, A. chanical, and Aerospace Systems 2011, SPIE, San Diego, (1992). "Monitoring the in service behaviour of the Foyle California, USA. Bridge." The Structural Engineer, 70(7), 130-134.

2. Brownjohn, J. M. W., Magalhaes, F., Caetano, E., and Cunha, bridge health monitoring system in Japan." NSF Workshop A. (2010). "Ambient vibration re-testing and operational onHealth Monitoring of Long Span Bridges. modal analysis of the Humber Bridge." Engineering Struc- Washington, University of. (1954). "Aerodynamic stability of tures, 32(8),2003-2018. suspension bridges with special reference to the Tacoma

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