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 <titleInfo>
  <title>Investigation of the Effects of Transverse Bending in a Composite Inverted T-Slab Bridge System</title>
 </titleInfo>
 <name type="Personal Name" authority="">
  <namePart>Fatmir Menkulasi</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <name type="Personal Name" authority="">
  <namePart>Matthew Mercer</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <name type="Personal Name" authority="">
  <namePart>Carin L. Roberts Wollmann</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <name type="Personal Name" authority="">
  <namePart>Tommy Cousins</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">America</placeTerm>
  </place>
  <publisher>ASCE</publisher>
  <dateIssued>2017</dateIssued>
 </originInfo>
 <language>
  <languageTerm type="code">id</languageTerm>
  <languageTerm type="text">Indonesia</languageTerm>
 </language>
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  <form authority="gmd">Text</form>
  <extent>Journal of Bridge Engineering, Vol. 22, Issue 1, 2</extent>
 </physicalDescription>
 <note>Abstract: The composite inverted T-slab bridge system provides an accelerated bridge construction alternative for short- to medium-span&#13;
bridges with spans ranging from 6.1 to 20 m. The system consists of adjacent precast inverted T-slabs with a cast-in-place (CIP) concrete topping.&#13;
Such a composite bridge system offers a shallow superstructure depth ideal for sites with stringent vertical clearance requirements.&#13;
When concentrated loads are applied to a bridge of this type, the bridge deforms as a two-way flat plate. This paper presents an analytical and&#13;
experimental investigation to study the relationship between transverse bending and reflective cracking. Transverse bending moment demands&#13;
were quantified using a finite-element model and compared with tested transverse bending moment capacities provided by several subassemblage&#13;
specimens, which feature two precast cross-sectional shapes and three transverse connections. It was concluded that all tested specimens&#13;
performed well at service load levels. The detail that features a precast inverted T-slab with tapered webs and no mechanical connection&#13;
between the adjacent inverted T-slabs and CIP topping is the simplest and most economical</note>
 <note type="statement of responsibility"></note>
 <subject authority="">
  <topic>Bridge Engingeering</topic>
 </subject>
 <classification>NONE</classification>
 <identifier type="isbn">19435592</identifier>
 <location>
  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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  <recordIdentifier>22061</recordIdentifier>
  <recordCreationDate encoding="w3cdtf">2018-07-13 08:08:30</recordCreationDate>
  <recordChangeDate encoding="w3cdtf">2018-07-13 08:08:30</recordChangeDate>
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