By Tom Proulx
This the 5th quantity of 5 from the twenty eighth IMAC on Structural Dynamics and Renewable power, 2010, brings jointly 19 chapters at the Dynamics of Bridges. It provides early findings from experimental in addition to computational investigations at the Dynamics of Bridges, together with reviews on Modeling Environmental results at the Dynamic features of the Tamar Suspension, Structural health and wellbeing tracking of Bridges, Structural evaluate of broken Bridges utilizing Ambient Vibration checking out, and improvement of a Tamar Bridge Finite aspect Model.
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Additional info for Dynamics of Bridges, Volume 5: Proceedings of the 28th IMAC, A Conference on Structural Dynamics, 2010
New evidence about potential earthquake sources, magnitudes and seismic activity in the area indicated the bridge would not withstand the design earthquake as per current code with the seismic design of the 1950’s. The bridge was then retrofitted in 1994 by strengthening some elements and changing some of the original expansion and pin-bearings to isolation bearings. The Ministry of Transportation and Infrastructure (MTI) and the University of British Columbia (UBC) have initiated a structural health monitoring program of bridges in the province of British Columbia.
The monitoring system will provide real-time information regarding structural performance and safety, primarily for seismic, but also applicable for a variety of load types.
9. , ‘Damage detection in structures using changes in flexibility’, J. Sound Vibration 169(1)(1994) 3-17. 10. , (2008) ‘Statistical modelbased damage localization: A combined subspace-based and substructuring approach’ Structural Control and Health Monitoring, 15:857-875 11. , and Zhou, W. (2007) ‘Seismic Damage Assessment in Structures Using Stochastic Subspace-based Algorithms’ ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering M. C. D. Lagaros, Y.
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