Download Dynamics of Bridges, Volume 5: Proceedings of the 28th IMAC, by Tom Proulx PDF

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 offers early findings from experimental in addition to computational investigations at the Dynamics of Bridges, together with reports on Modeling Environmental results at the Dynamic features of the Tamar Suspension, Structural healthiness tracking of Bridges, Structural evaluation of broken Bridges utilizing Ambient Vibration checking out, and improvement of a Tamar Bridge Finite aspect Model.

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Additional resources for Dynamics of Bridges, Volume 5: Proceedings of the 28th IMAC, A Conference on Structural Dynamics, 2010

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The Vibration Engineering Section at the University of Sheffield began monitoring the dynamic response of the bridge deck and cables in 2007. This monitoring system includes eight cable accelerometers, three accelerometers installed on the bridge deck, and three extensometers used to track relative motion between the deck sections and the tower. For the purpose of this study modal parameters were extracted from the accelerometer signals using a data-driven approach based on the Stochastic Subspace Identification (SSI) procedure [7].

T. 1007/978-1-4419-9825-5_6, © The Society for Experimental Mechanics, Inc. 2011 49 50 2 DESCRIPTION OF THE IMSNC The Ironworkers Memorial Second Narrows Crossing is a 1292m-long composite structure. 6m-diameter gas pipeline. The general configuration of the bridge and bent designation is illustrated in Figure 1. This paper focuses on a typical approach truss (between Section 10 and 11) only. For detailed information on the entire bridge see [Ventura et al. 2009]. to Vancouver North Figure 1: General configuration and bent designation of the IMSNC.

1 INTRODUCTION The west coast of BC lies in Canada’s highest seismic zone under threat of three different types of large, highly destructive earthquakes. The British Columbia Ministry of Transportation and Infrastructure (BCMoTI) is responsible for 400 km of provincial Disaster Response Routes. The loss of any portion of one of these routes could significantly impact emergency response efforts and negatively affect public well being. The Ministry maintains 900 structures in the highest seismic zones, many of which are vulnerable to extensive damage in even a moderate quake and potential collapse in a major earthquake.

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