<?xml version="1.0" encoding="UTF-8" ?>
<modsCollection xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.loc.gov/mods/v3" xmlns:slims="http://slims.web.id" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-3.xsd">
<mods version="3.3" id="20048">
 <titleInfo>
  <title>Bridge Condition Assessment using Digital Image Correlation and Structural Modeling</title>
 </titleInfo>
 <name type="Personal Name" authority="">
  <namePart>Bell,  E. S.</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <typeOfResource manuscript="no" collection="yes">mixed material</typeOfResource>
 <genre authority="marcgt">bibliography</genre>
 <originInfo>
  <place>
   <placeTerm type="text"></placeTerm>
  </place>
  <publisher>Taylor &amp; Francis</publisher>
  <dateIssued>2012</dateIssued>
 </originInfo>
 <language>
  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
 </language>
 <physicalDescription>
  <form authority="gmd">Computer Software</form>
  <extent></extent>
 </physicalDescription>
 <relatedItem type="series">
  <titleInfo/>
  <title>Bridge Maintenance, Safety, Management, Resilience And Sustainability</title>
 </relatedItem>
 <note>Bridge owners, especially municipalities, are becoming plagued with increasing maintenance costs and&#13;
decreasing maintenance budgets. With limited funds, each maintenance dollar must be efficiently allocated to the most&#13;
critical bridge structure. Objectively determining the most critical bridge structure often requires non-destructive evaluation&#13;
and testing, which can be costly in terms of equipment, traffic delay and money. The installation of traditional&#13;
contact-based sensors can require equipment for access to key elements and wiring for power supply and data acquisition.&#13;
Digital image correlation (DIC) can be used as an alternative to traditional bridge response instruments such as&#13;
strain gauges. DIC is a non-contact optical measurement technique that can capture deformation in two and three dimensions&#13;
through digital photography. The ability to capture a bridgeâ€™s behavior with DIC and calibrate a structural&#13;
model with the collected data provides bridge designers and managers with an objective measure of bridge performance&#13;
that can be used for asset allocation.</note>
 <subject authority="">
  <topic>BRIDGE ASSESSMENT</topic>
 </subject>
 <classification>624.21(063)</classification>
 <identifier type="isbn"></identifier>
 <location>
  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
  <shelfLocator></shelfLocator>
  <holdingSimple>
   <copyInformation>
    <numerationAndChronology type="1">0000020771</numerationAndChronology>
    <sublocation>My Library</sublocation>
    <shelfLocator></shelfLocator>
   </copyInformation>
  </holdingSimple>
 </location>
 <recordInfo>
  <recordIdentifier>20048</recordIdentifier>
  <recordCreationDate encoding="w3cdtf"></recordCreationDate>
  <recordChangeDate encoding="w3cdtf"></recordChangeDate>
  <recordOrigin>machine generated</recordOrigin>
 </recordInfo>
</mods>
</modsCollection>