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  <title>Indirect structural health monitoring in bridges:</title>
  <subTitle>scale experiments</subTitle>
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  <namePart>Cerda, F.</namePart>
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  <publisher>Taylor &amp; Francis</publisher>
  <dateIssued>2012</dateIssued>
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  <languageTerm type="text">English</languageTerm>
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  <title>Bridge Maintenance, Safety, Management, Resilience And Sustainability</title>
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 <note>In this paper, we use a scale model to experimentally validate an indirect approach to bridge structural health&#13;
monitoring (SHM). In contrast to a traditional direct monitoring approach with sensors placed on a bridge, the&#13;
indirect approach uses instrumented vehicles to collect data about the bridge. Indirect monitoring could offer&#13;
a mobile, sustainable, and economical complementary solution to the traditional direct bridge SHM approach.&#13;
Acceleration signals were collected from a vehicle and bridge system in a laboratory-scale experiment for&#13;
four different bridge scenarios and five speeds. These signals were classified using a simple short-time Fourier&#13;
transform technique meant to detect shifts in the fundamental frequency of the bridge due to changes in the&#13;
bridge condition. Results show near-perfect detection of changes when this technique is applied to signals collected&#13;
from the bridge (direct monitoring), and promising levels of detection when one uses signals from sensors&#13;
on the vehicle (indirect monitoring) instead of those recorded on the bridge itself.</note>
 <subject authority="">
  <topic>BRIDGE MONITORING</topic>
 </subject>
 <classification>624.21(063)</classification>
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  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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