Please use this identifier to cite or link to this item: http://ktisis.cut.ac.cy/handle/10488/10924
Title: Numerical evaluation of multi-metric data fusion based structural health monitoring of long span bridge structures
Authors: Soman, Rohan 
Kyriakides, Marios 
Onoufriou, Toula 
Ostachowicz, Wieslaw 
Keywords: Structural health monitoring;Long span bridge;Data fusion;Flexibility index;Multi-metric measurements;Strain flexbility index;Displacement flexibility index
Category: Civil Engineering
Field: Engineering and Technology
Issue Date: 3-Jun-2018
Publisher: Taylor and Francis Ltd.
Source: Structure and Infrastructure Engineering, 2018, Volume 14, Issue 6, Pages 673-684
metadata.dc.doi: https://doi.org/10.1080/15732479.2017.1350984
Abstract: This work focuses on structural health monitoring of long span bridges for damage detection. A feature extraction level data fusion based damage isolation strategy is presented using multi-metric sensing. The multi-metric sensing uses two types of sensors, namely strain sensors and accelerometers. The methodology combines the advantages offered by each type of sensors, while at the same time overcomes their limitations. The flexibility index method is applied and the flexibility matrices based on the strain and displacement data are combined after performing co-ordinate transformation. A study has been carried out on a simulated finite element model of the Great Belt East Bridge where realistic damage scenarios like damage in the girder, breaking of hanger cables, pier settlement, and loss of cable pretension were introduced on the structure. The study indicates that multi-metric sensing is indeed necessary as it reduces the possibility of false detections and increases the sensitivity and robustness of the methodology.
URI: http://ktisis.cut.ac.cy/handle/10488/10924
ISSN: 15732479
Rights: © 2017 Informa UK Limited
Type: Article
Appears in Collections:Άρθρα/Articles

Show full item record

Page view(s)

24
checked on Oct 17, 2018

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.