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 <titleInfo>
  <title>Investigation of displacements of road bridges under test loads using&#13;
radar interferometry â€“ case study</title>
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  <namePart>Owerko, T.</namePart>
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  <publisher>Taylor &amp; Francis</publisher>
  <dateIssued>2012</dateIssued>
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  <languageTerm type="text">Indonesia</languageTerm>
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  <titleInfo/>
  <title>Bridge Maintenance, Safety, Management, Resilience And Sustainability</title>
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 <note>Bridges, before putting into use, are subjected to test loads in order to their acceptance. According&#13;
to Polish Standards, the aim of loads is to verify the computational model designed for the construction&#13;
and to confirm the safety margins. Such tests are designed and executed under static and dynamic loads. In&#13;
the case of static loads conventional surveying techniques are widely applied, while for dynamic loads the&#13;
measurements using accelerometers are typically provided. These methods are characterized by significant&#13;
limitations which include i.a. low sampling rate (measurements performed by total stations, digital levels,&#13;
GPS receivers) and discrete (limited to points) nature of measurement (a set of accelerometers). The authors&#13;
present the results of comparing the measurements carried out during test loads of a cable-stayed bridge, performed&#13;
using classical measurement methods and ground-based radar interferometer. This innovative measuring&#13;
device operates on the basis of stepped-frequency continuous wave modulation and microwave interferometry&#13;
technique. It allows to determine deformation and vibration frequency of the object through a noninvasive&#13;
observation of its behaviour at a frequency of up to 200 Hz.</note>
 <subject authority="">
  <topic>BRIDGE REHABILITATION</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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