<?xml version="1.0" encoding="UTF-8"?>
<mods xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.loc.gov/mods/v3" version="3.1" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-1.xsd">
  <titleInfo>
    <title>AI-assisted predictive design for prestressed concrete I-girder bridges</title>
  </titleInfo>
  <name type="personal">
    <namePart>Hammad, Muhammad</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Pennung Warnitchai</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Anwar, Naveed</namePart>
    <role>
      <roleTerm type="text">(Co-chairperson)</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Thanakorn Pheeraphan</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Krishna, Chaitanya</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Computer and Structures Inc.(CSI), USA</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>AIT Scholarship</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <genre authority="marc">series</genre>
  <genre authority="marc">technical report</genre>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Pathum Thani, Thailand</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>2025</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>108 leaves : ill.+ 1 online resource</extent>
  </physicalDescription>
  <abstract>This thesis presents the development of an AI-assisted framework for the preliminary  design and optimization of prestressed concrete (PSC) I-girder bridge superstructures  using Artificial Neural Networks (ANN) and a Large Language Model (LLM)-based  design assistant. The framework addresses the challenges of time-consuming manual  processes and high computational costs associated with traditional bridge design  methods. A synthetic dataset comprising 7,560 parametric bridge designs was  generated using CSi Bridge Express, incorporating configuration by varying span  lengths, number of lanes, girder types and spacing, slab thicknesses, and number of  interior diaphragms, all in compliance with AASHTO LRFD 2020 specifications.Multiple ANN models are trained to predict structural design checks, reinforcement  quantities, internal forces, prestressing losses, and Bill of Quantities (BOQs). These  models achieved high performance, with classification accuracies exceeding 99% and  regression R² scores above 98% for most outputs. The trained models are integrated  into a desktop-based design tool, built using the WPF framework and connected to a  Flask backend. A Gemini-based LLM agent interprets user prompts and autonomously  routes the requests to appropriate ANN tools based on intent.Three intelligent tools are developed: Tool-1 for complete bridge design generation,  Tool-2 for individual span design exploration, and Tool-3 for parametric variation based design evaluation. The output bridge designs are ranked based on material cost  and validated by comparison with CSi Bridge Express design results. Most predictions  fell within a ±10% error range, confirming the framework{u2019}s accuracy.The developed system enables rapid and cost-effective design decision-making,  significantly enhancing productivity in early bridge planning stages. While the  framework demonstrated high accuracy for deck and diaphragm predictions, refinement  is recommended for girder shear reinforcement and long-term prestress losses. This  research highlights the transformative potential of AI in structural engineering, offering  a scalable and intelligent solution for the preliminary design of PSC I-girder bridges. </abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the  degree of Master of Engineering in Structural Engineering</note>
  <note>Thesis (M. Eng.) - Asian Institute of Technology, 2025</note>
  <subject authority="lcsh">
    <topic>Concrete bridges</topic>
    <topic>Design and construction</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Concrete bridges</topic>
    <topic>Computer-aided design</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Artificial intelligence</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-25-02</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
  </relatedItem>
  <identifier type="uri">http://203.159.5.9/ait-thesis/Viewer/viewer.php?id=B23403</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/Viewer/viewer.php?id=B23403</url>
  </location>
  <recordInfo>
    <recordCreationDate encoding="marc">260202</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260817162000.0</recordChangeDate>
  </recordInfo>
</mods>
