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  <title>Structural health monitoring and damage detection using AdaBoost technique</title>
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  <namePart>Hattori, H.</namePart>
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  <publisher>Taylor &amp; Francis</publisher>
  <dateIssued>2012</dateIssued>
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  <title>Bridge Maintenance, Safety, Management, Resilience And Sustainability</title>
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 <note>Recently, a vast amount of research has been conducted on health monitoring of existing structures&#13;
such as buildings, bridges and other civil structures. Furthermore, in Japan, natural disasters like typhoons&#13;
and earthquakes occur frequently increasing the importance of the damage assessment of the existing&#13;
structures. In order to evaluate the damage state of structures, health monitoring technology is quite promising&#13;
to provide useful information. However, there are still some research needs in modeling, analysis and&#13;
experimental examination before routine applications of health monitoring systems. In this paper, an attempt&#13;
is made to develop a damage detection approach system by the learning ability. This learning ability facilitates&#13;
a monitoring paradigm without a need for preliminary investigation of the underlying structure and environment.&#13;
In other words, it is not necessary to use the precise modeling and analysis methods before conducting&#13;
the health monitoring. The proposed system learns the vibration response by using AdaBoost&#13;
technique that uses fuzzy-neural networks as a weak learner. By using AdaBoost technique, the network can&#13;
respond to various types of external forces and the prediction accuracy increases. The fuzzy reasoning predicts&#13;
the next state of structural behavior such as displacement, velocity and acceleration from the current&#13;
state of structural behavior and external force. Previously, a health monitoring system that can adapt to the&#13;
structural systems and environments through the learning ability was developed with the recognition rate of&#13;
over 80% using numerical simulations. However, experimental verification is needed before real life application&#13;
of the proposed system. In this paper, results from laboratory experiments are presented to show the effectiveness&#13;
of the methodology. It is observed that the proposed system can recognize the change of structural&#13;
characteristics and condition states of a large scale steel grid type laboratory structure.</note>
 <subject authority="">
  <topic>BRIDGE MONITORING</topic>
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 <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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