<?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="58754">
 <titleInfo>
  <title>Prestressed Concrete I-Girder Optimization via Genetic Algorithm</title>
 </titleInfo>
 <name type="Personal Name" authority="">
  <namePart>Adibaskoro Tito</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">Bandung</placeTerm>
   <publisher>ITB Journal Publisher</publisher>
   <dateIssued>2019</dateIssued>
  </place>
 </originInfo>
 <language>
  <languageTerm type="code">e</languageTerm>
  <languageTerm type="text">English</languageTerm>
 </language>
 <physicalDescription>
  <form authority="gmd">Artikel Jurnal</form>
  <extent>hlm : 170-183</extent>
 </physicalDescription>
 <relatedItem type="series">
  <titleInfo/>
  <title>Journal of Engineering and Technological Sciences</title>
 </relatedItem>
</mods>
<note>Abstract&#13;
Prestressed concrete has been gaining popularity in the construction industry because of its many advantages, which include reduced dead load due to less material used and overall cost savings. Nonetheless, a single prestressed concrete I-girder as a structural element in highway bridges is still significantly costly and massive, so optimization can yield a significant amount of cost savings as well as reduced material consumption. In this study, prestressed concrete I-girder optimization was carried out by implementing a genetic algorithm (GA), a method inspired by nature's evolution and natural selection. This study evaluates a number of aspects of applying a genetic algorithm for optimization of material cost of a prestressed concrete I-girder design. A new method for calculating the fitness value is proposed, which was proven to be essential for the application developed in this study. The best solution that resulted from the optimization process is presented, defined by being the least costly solution while still maintaining compliance with the AASHTO LRFD 2007 design code, which includes ultimate strength, service stresses and deflection, detailing requirements, geometrical feasibility, etc. Lastly, a sensitivity analysis was carried out, discussing the influence of the starting conditions on the output of the optimization process.</note>
<note type="statement of responsibility"></note>
<subject authority="">
 <topic>Ilmu Teknik</topic>
</subject>
<classification>JETS</classification>
<identifier type="isbn">23375779</identifier>
<location>
 <physicalLocation>Perpustakaan Teknik UPI YAI </physicalLocation>
 <shelfLocator>JETS V51N2 April 2019</shelfLocator>
 <holdingSimple>
  <copyInformation>
   <numerationAndChronology type="1">JETS3-002</numerationAndChronology>
   <sublocation>Perpustakaan FT UPI YAI</sublocation>
   <shelfLocator>JETS V51N2 April 2019</shelfLocator>
  </copyInformation>
 </holdingSimple>
</location>
<slims:image>JETS_ITB.png.png</slims:image>
<recordInfo>
 <recordIdentifier>58754</recordIdentifier>
 <recordCreationDate encoding="w3cdtf">2023-01-20 13:20:21</recordCreationDate>
 <recordChangeDate encoding="w3cdtf">2023-01-24 09:59:19</recordChangeDate>
 <recordOrigin>machine generated</recordOrigin>
</recordInfo>
</modsCollection>