May 20, 2013
A Finite Element (FE) model which can precisely predict the actual dynamic responses of a bridge is necessary for accurate condition assessment and health monitoring purposes. However, most of the bridge FE models initially developed ...
Mar 19, 2013
This article presents the implementation of a calibration procedure for a finite element (FE) model of a state highway bridge using sensory data measured on the bridge. The objective is to modify the high-fidelity FE model of the bridge so that its dynamic behaviour...
Oct 1, 2012
Caltrans Toll Bridge Model Maintenance & Strong Motion Implementation Program Seismic evaluations and analytical modeling of nine major California bridges PROJECT TYPE Complex Bridge Seismic Analysis LOCATION California OWNER Caltrans...
Jan 1, 2011
G. W. van der Linden, A. Emami-Naeini, R .L. Kosut, H. Sedarat, and J. P. Lynch In this paper we focus on comparing three candidate approaches to the optimal placement of sensors for state estimation-based continuous health monitoring of structures. The first aims to...
Mar 7, 2010
In this paper we focus on the optimal placement of sensors for state estimation-based continuous health monitoring of structures using three approaches. The first aims to minimize the static estimation error of the structure deflections, using the linear stiffness...
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